S.No.
Village -
1 1
Singodi
USR Item no.
Description
2
3
301/23
Site clearance of grass &crops I/c rooting out
Ordinary shrub jungle clearance involving removal o grass shrubs & twings I/c rooting out 302/23
a.Area below 25% covered by shrubs
303/23
b. 25% to 50% area covered by shrubs
304/23 2
c. Area above 50% covered by shrubs 401(a) p36
Excavation in soft or ordianry soil i/c 50m lead and 1.5m lift with dressing. [A] Weir wall (Crest length- L) [B] Keys (K1+K2)(approx. 3.0m on each bank) [C] Wing walls (approx. 0.25xL on U/S, D/S of each bank) D/s&U/s apron (2+8=10mtr) Toe wall d/s &u/s
3
401(b) p36
Excavation in hard soil i/c 50m lead and 1.5m lift with dressing [A] Weir wall [C] Wing walls D/s&U/s apron (2+8=10mtr) Toe wall d/s &u/s
4
402 p36
Excavation in hard moorum & moorum with boulders i/c 50m lead and 1.5m lift with dressing [A] Weir wall [B] Keys (K1+K2) [C] Wing walls D/s&U/s apron (2+8=10mtr) Toe wall d/s &u/s
5
403 p36
Excavation in disintegrated rock i/c 50m lead and 1.5m lift with dressing [A] Weir wall [B] Keys (K1+K2) [C] Wing walls
6
404 p36
Excavation in soft rock i/c 50m lead and 1.5m lift with dressing [A] Weir wall
6
[B] Keys (K1+K2) [C] Wing walls D/s&U/s apron (2+8=10mtr) Toe wall d/s &u/s [B] Keys (K1+K2)
2
6.00
2.15
0.30
7.74
cu.m
405 p36
7
[A] Weir wall [B] Keys (K1+K2) [C] Wing walls D/s&U/s apron (2+8=10mtr) Toe wall d/s &u/s 716(b) p52
8
Cement Concrete 1:3:6with graded metal of maximum size 40mm. [ in foundation bed] [A] Weir wall [B] Keys (K1+K2) [C] Wing walls D/s&U/s apron (2+8=10mtr) Toe wall d/s &u/s
9
725(xib) p53
Extra rate for black trap basalt or granite metal for one cu.m.
10
723 p53
Extra for mechanical vibration of Cement Concrete or plum Concrete. Drilling 35mm dia holes in rock by jack hammer upto 6m.
11
2206 p213
12
1304b p129
Supplying & fixing steel reinforcement bars (tested) for RCC i/c cleaning, straightening, cutting, bend handling, placing in position and binding with 0.9 mm annealed binding wire confirming to IS:280-1978 (i/c cost of binding wire) : (b) Cold worked steel high strength bars confirmin grade Fe-415 of IS:1786. 25 mmØ Tor Steel bars (Dowel bars) @ 1.5m c/c in Three rows
Excavation in hard rock i/c 50m lead and 1.5m lift with dressing : [a] Blasting permitted
13 14
1602 b p150
Providing and placing in position M-15 R.C.C. excluding cost of reinforcement, but including form work vibration, finishing, curing etc complete with graded meta maximum size(a) 20 mm
1304b p129
Supplying & fixing steel reinforcement bars (tested) for RCC i/c cleaning, straightening, cutting, bend handling, placing in position and binding with 0.9 mm annealed binding wire confirming to IS:280-1978 (i/c cost of binding wire) : (b) Cold worked steel high strength bars confirmin grade Fe-415 of IS:1786. Mail Wall Portion
Horizontal and along LS , Provide Bars 8 mm dia @ 250 C/c Vertical Bars and along CS, Provide Bars 10 mm dia @ 250 C/c Gate Portion Horizontal and along LS , Provide Bars 8 mm dia @ 250 C/c Vertical Bars and along CS, Provide Bars 10 mm dia @ 250 C/c
15 16
711c pg. 52
Plum Cement Concrete1;3;6 with 75% graded metal of 40 mm.and 25% Plums of 150 mm In foundation and plinth. [A] Wier wall
715 c pg. 52
Cement Concrete1;2;4 with graded metal of maximum size 20 mm. In foundation and plinth [B] Key wall [C] Wing wall Toe wall d/s &u/s
711 c pg. 52
17 18
[A] Wier wall Deduct for openings in wier wall (Gates)
Net Quantity = 715 c pg. 52
Cement Concrete1;2;4 with graded metal of maximum size 20 mm. In Super Structure. [C] Wing wall Toe wall d/s &u/s
19
MPLUN Item No. SMM 163101
M.S. Fixed Wheel Gate upto 2 SQM size for 5 MTR. Water Head with Manually operated rope drum ho mechanism, complete item.
20
2117 p200
Puddle filling of good clay including lead upto 50m including mixing, watering and kneading by tamping ramming and laying etc. [at Karri shutters]
21
1009 p71
22cm thick dry picked up boulder pitching including picking of boulders with individual boulder of 22 depth & atleast the dimension of boulders in any directio should not be less than 10cm.
Total -
[In Words - Rupees Seventy Four Lacs Sixty Thousands Only ]
Description
Quantity Nos.
3
nce of grass &crops I/c rooting out
4
L
B
H
Other
5
6
7
8
2
500
30
ow 25% covered by shrubs
2
100
30
50% area covered by shrubs
2
50
25
ove 50% covered by shrubs
2
50
20
in soft or ordianry soil i/c 50m lead t with dressing. ll (Crest length- L)
1
93.00
4.00
0.20
1+K2)(approx. 3.0m on each bank)
2
6.00
2.15
0.20
alls (approx. 0.25xL on U/S, D/S of
4
6.00
2.90
0.20
ron (2+8=10mtr)
1
93.00
10.00
0.20
s &u/s
2
93.00
1.40
0.20
hrub jungle clearance involving removal of bs & twings I/c rooting out
Total
in hard soil i/c 50m lead and 1.5m sing ll
1
93.00
4.00
0.30
alls
4
6.00
2.90
0.30
ron (2+8=10mtr)
1
93.00
10.00
0.20
s &u/s
2
93.00
1.40
0.20 Total
in hard moorum & moorum with c 50m lead and 1.5m lift with dressing
ll
1
93.00
4.00
0.50
1+K2)
2
6.00
2.15
0.50
alls
4
6.00
2.90
0.50
ron (2+8=10mtr)
1
93.00
10.00
0.20
s &u/s
2
93.00
1.40
0.20 Total
in disintegrated rock i/c 50m lead t with dressing ll
1
93.00
4.00
0.60
1+K2)
2
6.00
2.15
0.60
alls
4
6.00
2.90
0.60
in soft rock i/c 50m lead and 1.5m sing ll
Total
1
93.00
4.00
0.40
1+K2)
2
6.00
2.15
0.40
alls
4
6.00
2.90
0.40
ron (2+8=10mtr)
1
93.00
10.00
0.20
s &u/s
2
93.00
1.40
0.20 Total
7.74
cu.m
ll
1
93.00
4.00
1.00
1+K2)
2
6.00
2.15
1.00
alls
4
6.00
1.40
1.00
ron (2+8=10mtr)
1
93.00
10.00
0.20
s &u/s
2
93.00
1.40
1.00 Total
ncrete 1:3:6with graded metal of ze 40mm. [ in foundation bed] ll
1
93.00
3.80
0.30
1+K2)
2
6.00
1.95
0.30
alls
4
6.00
2.70
0.30
ron (2+8=10mtr)
1
93.00
10.00
0.30
s &u/s
2
93.00
1.40
0.30 Total
or black trap basalt or granite metal m.
1
mechanical vibration of Cement plum Concrete. m dia holes in rock by jack hammer
1 189
63
& fixing steel reinforcement bars RCC i/c cleaning, straightening, cutting, bending all acing in position and binding with 0.9 mm nding wire o IS:280-1978 (i/c cost of binding old worked steel high strength bars confirming to 15 of IS:1786. r Steel bars (Dowel bars) @ 1.5m 189 rows
1.50
6.50
Wt. (kg/mtr. )=
.
nd placing in position M-15 R.C.C. ost of reinforcement, but including form work , nishing, curing etc complete with graded metal of ze-
& fixing steel reinforcement bars RCC i/c cleaning, straightening, cutting, bending all acing in position and binding with 0.9 mm nding wire o IS:280-1978 (i/c cost of binding old worked steel high strength bars confirming to 15 of IS:1786. ortion
1
93.00
17.20
0.30
3.85
nd along LS , Provide Bars 8 mm C/c s and along CS, Provide Bars 10 250 C/c n
140
94.00
@ 0.395
Kg/m
784
8.40
@ 0.395
Kg/m
nd along LS , Provide Bars 8 mm C/c s and along CS, Provide Bars 10 250 C/c
466
3.80
@ 0.395
Kg/m
290
4.50
@ 0.395
Kg/m Total
nt Concrete1;3;6 with 75% graded mm.and 25% Plums of 150 mm In and plinth. ll
1
93.00
3.20
2.70
2
6.00
1.75
4.00
all
4
6.00
2.50
4.00
s &u/s
1
93.00
1.20
1.40
ncrete1;2;4 with graded metal of size 20 mm. In foundation and plinth
Total
ll
1
93.00
openings in wier wall (Gates)
8
1.20
(3.2+.9) 3.00 /2 (3.2+.9) 1.50 /2
ncrete1;2;4 with graded metal of ze 20 mm. In Super Structure. all
4
6.00
(2.5+.6) 4.00
s &u/s
1
93.00
0.90
Wheel Gate upto 2 SQM size for 5 r Head with Manually operated rope drum hoisting , complete item.
8
1.20
4.00
g of good clay including lead upto ng mixing, watering and kneading by tamping, d laying etc. [at Karri shutters]
1
93.00
1.50
3.00
dry picked up boulder pitching cking of boulders with individual boulder of 22cm ast the dimension of boulders in any direction be less than 10cm.
5
15.00
5.80
0.22
Net Quantity =
3.30
Block Amarwara Rate Unit [Rs.]
ntity Total Qtty.
9.00
10
11
Amount [Rs.]
12
30000.00
sqmt
0.20
6000.00
6000.00
sqmt
0.30
1800.00
2500.00
sqmt
0.70
1750.00
2000.00
sqmt
1.40
2800.00
74.40
cu.m
5.16
cu.m
13.92
cu.m
186.00
cu.m
52.08
cu.m
331.56
Cum
17.00
5637.00
23.00
8523.00
31.00
14625.00
62.00
17387.00
.
111.60
cu.m
20.88
cu.m
186.00
cu.m
52.08
cu.m
370.56
Cum .
186.00
cu.m
12.90
cu.m
34.80
cu.m
186.00
cu.m
52.08
cu.m
471.78
Cum .
223.20
cu.m
15.48
cu.m
41.76
cu.m
280.44
Cum .
148.80
cu.m
10.32
cu.m
27.84
cu.m
186.00
cu.m
52.08
cu.m
425.04
Cum
372.00
cu.m
25.80
cu.m
33.60
cu.m
186.00
cu.m
260.40
cu.m
877.80
Cum
106.00
45054.00
170.00
149226.00
673690.00
.
106.02
cu.m
7.02
cu.m
19.44
cu.m
279.00
cu.m
78.12
cu.m
489.60
Cum
489.60
cu.m
1376.00 18.00
489.60
cu.m
30.00
14688.00
330.00
93555.00
50.00
236486.00
2835.00
1360460.00
283.50
m
8813.00
.
4729.73
479.88
Kg
Cum
5198.20
Kg
2601.31
Kg
699.47
Kg
515.48
Kg
9014.45
Kg
50.00
450723.00
1353.00
1087163.00
1839.00
883161.00
693967.00
.
803.52
cu.m.
84.00
cu.m.
240.00
cu.m.
156.24
Cu.m
480.24
Cum
571.95
cu.m.
59.04
cu.m.
512.91
cu.m.
1353.00
269.04
cu.m.
38.40
sqmt
1839.00 494765.00 45000.00 1728000.00
418.50
cu.m.
92.00
38502.00
95.70
cu.m.
187.00
17896.00
112.80 276.21
= Say Rs. Say, Rs.
7
Lakhs
8034671.00 80.30
Block Amarwara Rate Unit Total [Rs.] Qtty.
9 30000
10 sqmt
11 0.20
6000 2500 2000
sqmt sqmt sqmt
0.30 0.70 1.40
74.40 5.16 13.92 186.00 52.08 331.56
cu.m cu.m cu.m cu.m cu.m Cum
17.00
111.60
. cu.m
20.88 186.00 52.08 378.30
cu.m cu.m cu.m Cum
23.00
186.00 12.90 34.80 186.00 52.08 471.78
. cu.m cu.m cu.m cu.m cu.m Cum
31.00
223.20 15.48 41.76 280.44
. cu.m cu.m cu.m Cum
62.00
.
148.80 10.32 27.84 186.00 52.08 425.04
cu.m cu.m cu.m cu.m cu.m Cum
106.00
372.00 25.80 33.60 186.00 260.40 877.80
cu.m cu.m cu.m cu.m cu.m Cum
170.00
106.02 7.02 19.44 279.00 78.12 489.60 489.60 489.60 283.50 4731.45
479.88
. cu.m cu.m cu.m cu.m cu.m Cum
m
1376.00 18.00 30.00 330.00
. Kg
50.00
cu.m cu.m
Cum
5185.82 2601.31
Kg Kg
699.47 515.48 9002.08
Kg Kg Kg
2835.00
50.00
803.52
. cu.m.
1353.00
84.00 240.00 156.24 324.00
cu.m. cu.m. Cu.m Cum
1839.00
571.95 -59.04 512.91
cu.m. cu.m. cu.m.
1353.00
112.80 156.24 269.04 38.40 418.50
cu.m. sqmt cu.m.
1839.00 45000.00 92.00
95.70
cu.m.
187.00
= Say Rs. Say,
74.60
Lakhs
marwara Amount [Rs.]
12 6000.00 1800.00 1750.00 2800.00
5636.52
8700.90
14625.18
17387.28
45054.24
149226.00
673689.60 8812.80 14688.00 93555.00 236572.63
1360459.80
450103.82 1087162.56
595836.00
693967.23
207439.20 1728000.00 38502.00
.60
17895.90 7459664.66 74.60 Lakhs
GOVT. OF MADHYA PRADESH Public Health Engineering Department Jabalpur Zone, Jabalpur (M.P.) Standard tender document – form „F‟ Design Construction and commissioning of R.C.C. Anicut Across River
Pench, Lenhth 93.0 m and height 3.0 m for Village Singodi Water Supply Scheme under fluoride project , Block Am
(Rs. 74.60 lakh only) Cost of tender document Rs. 3575 Only Executive Engineer Public health Engineering Division Chhindwara district Chhindwara (M.P.)
Standard tender document Name of the work : Design Construction and commissioning of R.C.C. Anicut Across River Pench, Lenhth 93.0 m and height 3.0 m for Village Singodi Water Supply Scheme under fluorid Contents S.no. Particulars
1.
Important points for the guidance of the tenderers
2.
Detailed notice inviting tender
3.
Tender for lump sum contract
4.
Condition of contract
5.
Model rules relating to labour, water supply and sanitation in labour camps annexure – “a”
6.
Contractors labour regulations – annexure – “b”
7.
Source of Materials – annexure – “c”
8.
Form of Income tax – annexure “d”
9.
Specification of the work – annexure – “e”
10.
Break up schedule for valuation of work annexure – “f”
11.
Form of Bank Guarantee Annexure “G”
12.
Drawing annexure – “H”
12.1 Layout Plan of Work. 12.2 Cotour Plan of Site 12.3 Tentative L- & Cross Section of of Proposed Anicut Structure.
13.
ANNEXURE „I‟ ANNEXURE „J‟ Annexure “K”
:::-
Schedule of Quantity Detailed Estimate Guidelines For Online E procurement system.
IMPORTANT POINTS FOR THE GUIDANCE OF THE FIRMS / CONTRACTORS INTENDING TO SUBMIT TENDERS
(THESE WILL FORM PART OF THE AGREEMENT) 1.0 All the essential conditions have been incorporated in these under documents and it may not be necessary for the contractor to give any additional conditions. If any conditions are given, com 2.0 No advance payment shall be applicable for this work, Full security deposit as per NIT shall have to be de 3.0 The tenderers requested to accept the Break up schedule given in tender documents as ANNEXU 4.0 The firms/contractors sometimes ask for the refund of security deposit in a manner & time not in con 5.0 The validity of the tenders shall be 180 days after opening of the last financial offers. 6.0 The contractor shall be full responsible and accountable for obtaining all the required permission from th 7.0 The contractor shall be fully responsible for safety of the work workmen and public etc. at all the stage of w 8.0 All the relevant Indian Standard Specification (I.S. Codes) manual and codes of practices shall be applic 9.0 For all building and other contract work costing Rs. 10.00 Lakhs or more a surcharge @ 1% of the cost of work shall be deducted from the bills of the contractor and shall be remitted to MP Building & Other Construction Workers Welfare Board, Bhopal. PUBLIC HEALTH ENGINEERING DEPARTMENT DIVISION Chhindwara (M.P.) NIT No. 20 /2009-10/SAC/EE/PHEDn/ Chhindwara DATED 23/07/2009 NOTICE INVITING TENDER
Online digitally sealed tenders are invited on behalf of the Governor of M.P. for the following work in Form “F” from the office of the Executive Engineer, Public Health Engineering Department, "A" Class contractors registered, in PHE Department. "B" Class registered in the ...................N.A......................................... "C" Class in the office of the Executive E
enrolled/ registered on the e procurement web sight http://mpeprocurement.gov.in and get empanelled on the sub po in the approved form also as per provisions. DETAILS OF THE WORK :S. N Name of the Name of the Probable Earnest Cost of tender Time allowed for o. Division Work amount of Money (Rs.. documents completion contract (Rs. in in Lacs) Lacs)
1
Chhindwa ra
Design Construction and Rs. 74.60 commissioning of R.C.C. Lacs Anicut Across River Pench, Lenhth 93.0 m and height 3.0 m for Village Singodi Water Supply Scheme under fluoride project , Block Amarwara, District Chhindwara M.P.
74600
3575
6 month exlcuding Rainy Seasion
1.0 GENERAL 1.1 Tender must be submitted in online form for “Lump Sump Contract” duly filled and digitally signed in as per instruction 1.2 Lump Sump tender shall be inclusive of all the items of works. 2.0 ISSUE OF TENDER DOCUMENTS 2.1 Tender documents can be purchased only online from http://phed.mpeprocurement.gov.in by making online payment. 2.2 The bid data should be filled and the bid seals (hashes) of all the envelops and the documents which are to be 2.3 The bidders shall have to submit their bids online (decrypt and encrypt the bids) and upload the relevant documents 2.4 Other condition including qualification and details of work can be seen in the office of the undersigned during office hours and downloaded online directly from the M.P. Public Health Engineering Department sub portal http://phed.mpeprocurement.gov.in. This NIT shall also form the part of agreement. 2.5 For details on tendering procedure through the electronic tendering system, please refer to “Guidlines for Using the Ele 2.6 The Bidders if needed training are advised to get in touch with the Service Provider of the e-Procurement System for 3.0 SPECIFICATIONS 3.1 General Specifications for work have been given in the enclosed annexure."E" However following order of priority rega 3.2 Specifications issued by the E.in.C. PHED and specification as detailed under this contractor under special conditions 3.3 Relevant I.S. Specifications for work and material etc. 3.4 Specifications as may be given in writing by the Engineer-in-charge from time to time. 3.5 Maharashtra P.W.D. Specifications. 3.6 Manual on water supply and treatment issued by the CPHEEO. 3.7 Specifications for pipes, valves, specials, rubber, gaskets RCC and other civil works and materials shall be governed by 4.0 CHANGE IN SPECIFICATIONS : Nothing in this clause, however, shall curtail the right of the “Engineering-in-charge” to alter the specification for any part of whole of the work, if he considers it necessary in t be final, conclusive and binding on the contractor. 5.0 MATERIAL FOR CONSTRUCTION : All materials required for construction pertaining to this tender shall be in accordance with standard specification of Building and Construction Department of Mah given preference in case there is difference in Maharashtra P.W.D. specification & BIS specification issued up to date to issue of tender notice and the entire work pertaining to this tender shall be executed in accordance with the above specification.
6.0 WORKMANSHIP :- The work shall be carried out according to the specifications referred to hereinafter & according to 7.0 CONCRETE :- All concrete shall be mixed in concrete mixer and compacted by mechanical vibrators. Slump test 8.0 STEEL FOR REINFORCEMENT : All the iron and steel required for the work will be procured by the contractor at his 9.0 CEMENT : In accordance to the instructions contained in Govt. of M.P. PHED, Bhopal memo no. F-16-28/34-2/87 455/1976 approved by the Engineer-in-charge. 10.0 PIPES SPECIAL AND VALVES : All Specials should be flanged conforming to B.I.S. 158-1976 PAN STOCK GATES shall be as per relevant B.I.S. specifications. The puddle collars inlet ports and strainers 11.0 All material used in the civil work should be of quality approved by the Engineer-in- Charge. The rejected material sho cost of contractor. All component of civil work including electrical and mechanical work should be of such workmanship and quality that they are liable to perform with maximum efficiency in the normal working condition. Use of non corrodible materials for conveying chemicals and to resist abr 12.0 SUBMISSION OF TENDERS :- The Tenderer shall fill/upload the Bids online and the Bid Hashes of three envelopes s 13.0 ENVELOPE - A :- The first online envelope shall contain the details of Earnest Money, scanned copy of the Physic 13.1 Experience certificate of successful completion of work of Construction of R.C.C. Anicut on “TURN KEY JOB BASIS 13.2 The details of works in hand indicating name of work, Agreement no., work order no., and date, amount of contract, p 13.3 Valid registration certificate in appropriate class in M.P. PHE Department. 13.4 Valid revenue solvency of F.D.R. of half of its amount. 13.5 Financial turn over works during last five financial years. 13.6 Proof of registration in commercial tax department. 13.7 Current Income Tax clearance certificate. 13.8 List of plants and machineries for successful completion of the works. The physical earnest money which is to be submitted manually in physical envelop-A where it should be clearly written on the envelope as under 13.9 Ownership document of concrete batch mixing plant, material testing laboratory equipments for Crushing strength test of m ENVELOPE - A EARNEST MONEY om - (… Name of Contractor…) and should reach Executive Engineer, PHE Division ............ as per date and time mentioned in the key dates 14.0 ENVELOPE - B :- The Second Online envelope shall contain terms and conditions and all the technical details and 15.0 ENVELOPE - C : This Envelope shall contain only the Lump-sum offer. The tenderer shall have to duly fill their Lump 16.0 Tender will be submitted with the Earnest Money, of Rs.74600 (In Words Seventy Four Thousands Six Hundreds O 17.0 FORM OF EARNEST MONEY : Where the tenderer proposes to pay the earnest money in cash he shall pay it to the w 17.1 Units of unit Trust of India. 17.2 Treasury Receipts. 17.3 Treasury Bonds. 17.4 Approved interest bearing Security. 17.5 Government Promissory Notes in National Loan Plan. 17.6 Post Office Cash Certificate. 17.7 10 Years Treasury saving/Deposit/Certificate. 17.8 Demand Draft of State Bank of India or Scheduled Banks. 17.9 National Saving Certificate. 17.10 Bank Draft issued by big Urban Banks whose working Capital exceeds Rs. 5 crores for A, B & C Class, Central Coonly after the encasement of drafts as per MPFD. No. F/2/18/77/R/5/(iv) Dt. 13.02.1987. 17.11 2 Yrs. National Plan Saving Certificate. 17.12 10 Yrs. Defense Deposit Certificate. 17.13 All Small Saving Securities and Post Office Saving Bank Accoung duly pledged to Government. 17.14 National Saving Certificates duly hypothecated in the neme of the Governor of
Madhya Pradesh. 17.15 Debentures of the Madhya Pradesh Hosing Board as approved by Madhya Pradesh Finance Department Memo No. 1319/2306/IV/R-5/75, Dt. #### 18.0 The amount of Earnest Money should be deposited in the Treasury/State Bank of India and the challan should be 19.0 EARNEST MONEY IN SEPARATE COVERS:- The Earnest Money, in any one of the prescribed form should be dep 20.0 ADJUSTMENT OF EARNEST MONEY:- The Earnest Money which has been deposited for a particular work 21.0 SECURITY DEPOSIT:- The Security Deposit to be taken for the due performances of the contact, under the terms an 22.0 IMPLICATION OF SUBMISSION OF TENDERS:- Bidders are advised to visit the site sufficiently in advance of the da 22.1 The submission of a tender by a contractor implies that he has read the notice, conditions of the tender and all the contract documents and has made himself fully aware of all the standards and specifications in this respect laid down in the relevant IS specifications, IRC specifications, manual on water supply and treatment, and Annexure-E having 22.2 The contractor shall make his own arrangement for supply of water for construction, purposes. No lead and lift 23.0 ESCALATION:- The scope of work includes all costs, and no escalation will be paid on this account. 24.0 LIST OF WORKS IN PROGRESS :- Tenders must be accompanied by a list of Contracts already held by the ten 24.1 The amount of each contract 24.2 Balance of work remaining to be done and 24.3 The amount of solvency-certificate produced by him at the time of enrolment in the department 25.0 RELATIONSHIP :- The contractor shall not be permitted to tender for works in the Division, (responsible for award and e 26.0 POWER OF EXECUTIVE ENGINEER : The Executive Engineer does no bind himself to or recommend for the accepta 27.0 CONDITIONAL TENDER : Conditional tenders are liable to be rejected. 28.0 CANVASSING :- Canvassing in support of any firm/contractor for the acceptance of any tender is strictly prohibited. An contractors or penal action under sections 8 of M.P. Vinirdishtra Bharasta Acharan Niwaran Vidheyak, 1983. 29.0 ONLINE SUBMISSION OF TENDER :- Only the bid submitted online and envelopes digitelly signed will be opened 30.0 AUTHORITY OF EXECUTIVE ENGINEER :- The authority competent to accept a tender, reserves the right for acce 31.0 VALIDITY OF OFFER : Tender shall remain open up to ....... days from the date of opening of the last financial price bid 32.0 TIME OF COMPLETION :- The time allowed for carrying out the work i.e. ..... months including rainy season shall be 33.0 TIME SCHEDULE:- The work shall be done by the contractor according to the schedule fixed in consultation wit 34.0 PAYMENTS 34.1 Payment to the contractor will be made as per clause 15 of the Tender form lump sum contract. No change in this pa 34.2 The Security deposit of the contractor shall not be refunded before the expiry of 6 months after successful testing of the w 34.3 No escalation shall be payable on any account. 35.0 MISCELLANEOUS CONDITIONS:35.1 SUBLETTING WORK:- The contractor shall not without the prior approval of the competent authority, in writing, sublet 35.2 BLASTING:- In case limited/suppressed blasting resorted to by the contractor in excavation of trenches, it will be the responsibility of the contractor to observe all rules and regulations 36.0 COMMERCIAL TAX :- All dues regarding taxes, and duties including the commercial Taxes, Royalties, Octroil Duties, E 37.0 ROYALTY:-Minerals extracted for works carried out on behalf of the government, from the quarries in possession of an 38.0 MODEL RULES RELATED TO LABOUR, WATER SUPPLY AND SANITATION IN LABOUR CAMPS. :-The contractor 39.0 FAIR WAGES:- The contractor(s) shall pay not less than the fair wages to labour engaged by him on the work ( copy 40.0 Works In The Vicinity :- The Executive Engineer, reserves the right to take up Departmental work or to award work 41.0 BEST QUALITY OF QUARRIED MATERIALS:- If the quarry material of more than one quality is found, the material ap 42.0 REMOVAL OF UNDESIRABLE PERSONS:- The contractor shall on receipt of the requisition from the Executive En 43.0 AMOUNT DUE FORM CONTRACTOR:- Any amount due to Government from the Contractor on any account of concerning work may be recovered form him as arrears of Land Revenue. 44.0 TOOLS & PLANTS:- The contractor shall arrange at his own cost all Tools and Plants
required for proper execution of work. Certain plants, may however, be issued to the contractors by the Department, as specia 1 if are available and sparable . 45.0 RIGHT TO INCREASE OF DECREASE OF WORK: The competent authority reserves the right to increase or 46.0 LABOUR REPORT:- Contractor will submit a report on labour engaged to local employment office and copy of sa 47.0 LABOUR LICENCE :- Every contractor who employs on any day of the preceding 12 months, twenty or more workers o 48.0 LABOUR HUTMENT :- The contractor shall make arrangement, at his own cost, for housing his staff and stores for t 49.0 DEFECT LIABILITY PERIOD :- The defect liability period in respect of the entire work as a whole or in parts of indi 50.0 TECHNICAL SUPERVISION :- The Contractor shall employ a Graduate Engineer during the execution of the work :50.1 The technical staff should be available at site whenever required by the Executive Engineer to give instructions. 50.2 In case the contractor fails to employ a Graduate Engineer as aforesaid Deptt. shall have the right to take suitable reme 50.3 The contractor should give the names and other details of the Graduate Engineer/Diploma holder Sub-Engineers when he intends to employ or who is under employment, before he commences the w 50.4 The contractor should give a certificate to the effect that the Graduate Engineer is exclusively in his employment. 50.4.1 It is not necessary for the contractor (or partner in case of firm/company) who is himself an engineer to employ 50.4.2 The retired Engineer who is holding Diploma in Civil Engineer or a Diploma holder having 5 years or more experien 50.4.3 In case the contractor fails to employ the technical staff as aforesaid, he shall be liable to pay to the Government a s 51.0 AGREEMENT :51.1 The Notes and specifications given in the detailed notice inviting tenders and its annexure are to be read in conjunctio 51.2 EXECUTION OF AGREEMENT :- The Tenderer whose tender has been accepted shall have to execute the agreemen cancelled. 52.0 ANNEXURE :- Other than form „F‟ and condition of contract following documents are appended as annexures with this N.I.T. and these shall be part of contract agreement. ANNEXURE „A‟ :Model Rules relating to labour, water supply and sanitation in labour camp etc. ANNEXURE „B‟
Contractor‟s Labour Regulations
:-
ANNEXURE „C‟
:-
Source of Materials (Not applicable for building works)
ANNEXURE „D‟
:-
Form of Income Tax clearance certificate
ANNEXURE „E‟
:-
Specifications of the work
ANNEXURE „F‟
:-
Schedule of Payment
ANNEXURE „G‟ ANNEXURE „H'
::-
Form of Bank guarantee Drawing Attached separately 1 Layout Plan of Work. 2 Cotour Plan of Site 3 Tentative L- & Cross Section of of Proposed Anicut Structure.
ANNEXURE „I‟
:-
Schedule of Quantity
ANNEXURE „J‟
:-
Detailed Estimate
Annexure “K”
:-
Guidelines For Online E procurement system.
Annexure-"A" abour, to water supply and sanitation in labour campas NOTE : These model rules are intended primarily for labour camps which are not of a permanent nature. They lay down the minimum desirable standard which should be adhered to standards in permanent on 1. LOCATION : The camp should be located in elevated and well drained ground in. the locality. 2. Labour huts to be constructed for one family of 5 persons each. The layout to be shown in
the prescribed sketch. 3. HUTTING: The huts to be built of local materials. Each hut should provide at least 20 sqm. of living space. 4. SANITARY FACILITIES : Latrines and urinals shall be provided atleast 15 mtrs. away from the nearest quarters separately for men and women and specially so marked in the following scale. 5. LATRINES : Pit provided at the rate of 10 user or families per seat. Separate are required as the privacy can also, be used for this purpose. 6. DRINKING WATER : Adequate arrangements shall be made for the supply of drinking water. : practicable filtered and chlorinated supplies shall be arranged when supple is from intermittent source over head sto 7. BATHING AND WASHING : Separate bathing and washing place shall be provided for men and women for every 25 persons in the camp. There shall be one gap and space of 2 sq. for washing and bathing. Proper drainage for wastewater should be provided. 8. WASTE DISPOSAL : Dustbin shall be provided at suitable places in camp and the residence shall be directed to throw all rubbish into those dustbins. The dustbin shall be provided with cover. The contents shall be removed every day and disposed off by trenching. 9. MEDICAL FACILITIES : 9.1 Every camp where 1000 or more persons reside shall be provided with whole time doctor and dispensary. If there are women in the camp a whole time Nurse shall be employed. 9.2 Every camp where less than 1000 but more than 250 persons resides shall be provided with a dispensary and a part time, Nurse/ Midwife. 9.3 If there are less than 250 persons in any camp a first aid kit shall be maintained in charge of whole time persons trained in first aid. All the medical facilities mentioned above shall be for the all residents in the camp, including a dependent of workers, if any, free of costs. Sanitary Staff :- For each labour camp there should be qualified sanitary inspector and sweepers should be provided in the following scales:1.0 For camps with strength over 200 but not exceeding 500 persons- One sweeper for every 75 persons above the first 200 for which 3 sweepers will be provided. 2.0 For camps with strength over 500 persons- One sweeper for every 100 persons above the first 500 for which 6 sweepers should be will be provided.
Annexure “B” ntractor's labour regulationons
The contractor shall pay not less than fair wage to labours engaged by him in the work. EXPLANATION A. "FAIR WAGES" means whether for time of piece work as notified on the date of inviting tenders and where such prescribed by the competent authority for division in which the work is done. B. The contractor shall, notwithstanding the provision of any contract to the contrary, cause to be paid a fair to labours indirectly engaged on the work including any labour engaged by his sub-contractor in connection with employed by him. C. In respect of all labour directly or indirectly employed on the works or the performance of his contract, the contractor shall comply with or cause to be complied with the Labour Act in-force. D. The Executive Engineer/Sub-Divisional officer shall have the right to deduct from the money due to the contractor any sum required or estimated to be required for making good, the loss suffered by a worker o or non-observance of regulations. E. The contractor shall be primarily liable for all payments to be made under and for the
observance of the regulations aforesaid without prejudice to his right to claim indemnity from his sub-contractor. F. The Regulations aforesaid shall be deemed to be a part of this contract and any breach thereof shall be deemed to be a breach of this conduct. G. The contractor shall obtain -a valid license under the Contract (Regulation Abolition) Act, in force and rule made there under by the competent authority from time to time before commencement of work and c completion of the work. Any failure to fulfill this requirement shall attract the penal provisions of this contract arising out of the resulted non-execution of the work assigned to the contractor.
ANNEXURE “C” ment showing the lead of materials S.No.
Description
1
Nil
2
Nil
3
Nil
4
Nil
5
Nil
Lead
Note :- This statement is only for guidance of the contractors. The tenderer should satisfy himself regarding the availability of the required quality and quantity of materials.
ANNEXURE “D” submitted by c o n tr ac tor (S ) ten de ri n g fo r w orks c os tin g Rs. 2.00 Lakes or more i. Name & Style (of the company, firm, H.U.F., or Individual) in which the applicant assessed to Income Tax and Address for purposes of assessment. ii. The Income Tax Circle/Ward/District in which the applicant is assessed to Income Tax. iii. Following particulars concerning the last Income Tax Assessment made :(a) Reference No, (Or G. I. R. No.) of the assessment. (b) Assessment year and Accounting year. (c) Amount of Total Income Assessed. (d) Amount of Tax Assessed 1. T., S. T., E. P. T., B. P.T. (e) Amount of Tax Paid 1. T., S. T., E. P. T., B. P (f) Balance being tax not yet paid and reasons for such arrears.
(g) Whether any attachment or certificate proceedings pending in respect of the arrears. (h) Whether the company or firm or H. U. F. on which the assessment was made has been or is being liqu (i) The position about later assignment namely, whether returns submitted under section 22(l) or (2) of the iv. In case there has been no Income Tax Assessment at all in the past, whether returns submitted under s Return or Tax paid and the Income Tax Circle/Ward/ District concerned. v. The name and address of branch (es) verified the particulars set out above and sound correct subject to the following remarks. ature of I.T. C. /Ward/District. ANNEXURE “E” The following are the main component of Anicut Structure. 1. Main wall 93 m long and 3.0 meter high. 2. Wing wall for protection against out flanking. 3. Key Walls Left Bank and Right Bank. 4. Up Streame Apron 5. Down Streame Apron 6. Toe Walls U/s and D/s 7. Shutters for opening with mechanical arrangement for lifting etc. 8. Provisions for silt extruders. 9. other item as per design, specification,drawing and Detail NIT etc. Other details are as below
CAL SPECIFICATION FOR DESIGN AND STRUCTION OF ANICUT 1.
Name of Work –
Design construction and testing of RCC Anicut of 93 mtr in length and 3 mtr height above average river be 163101 down stream, up stream bed and bank protection work on Pench River.
1.1 Location of Work – The anicut is proposed to be constructed across Pench river near village Singodi, Block Amarwara. The p 1.2 Scope of work – 1.2.1 Design and construction of anicut on Pench river including Hydraulic and structural design. The anic 1.2.2 Design and construction of up stream and down stream bed and bank protection for maximum flood discharge. 1.2.3 Construction of diversion/ spill channel, nalla training, diversion road, cross drainage etc which ever is required for the work. 1.2.4 Design and construction of Bank protection including abutments, guide walls, bank keys etc. 1.2.5 Supply, fixing and erection of shutters as per MP LUN specification as per item code No. SMM 163101 including fixing in opening of Anicut and packing to make it leak proof after en 1.3 General Description of site –
The proposed site is located in 1000 m upstream of bridge at Pench river Singodi village. River bed is cov 1.4 Geological and hydraulic data – a) Anicut – River Bed Level RL. 91.40 Sill level of Anicut RL 93.00 Top of Anicut RL 94.50 Clear Span at Axis 93.0 Mtr Observed Peak Flood 2310 cumec Dis Designed flood discharge Not less than 3727 cumec River Bed strata Granite Bank Strata alluvium River Bed Slop 1.5 Design Criteria – 1.6 Hydraulic Design – The observed HFL RL 101.75 mtr shall be taken as the basis of hydraulic calculation. The peak flood disc 1.7 Stability – The over turning and sliding factor of safety should be calculated for the whole structure, pier section and 1.8 General – The Anicut is proposed to be constructed across river Pench to store water to be supplied for drinking pur without causing any determental effect to the banks to river or other structures constructed on the river on upstream and down stream site. 2.0 SETING OUT WORKS – 2.1 Bench Mark Before starting any work, the contractor shall erect a permanent bench mark, reference line and check The mathematical surveying instruments all materials and labour for setting out works including constructi 2.2 SELECTION OF DIVERSION WORK, CONSTRUCITON AND MAINTENANCE. 2.2.1 The general plan and arrangements of the diversion shall be prepared before hand and sho 2.2.2 Submission of the plans for the temporary diversion works to the Engineer-in-charge shall not relieve the contractor for the responsibility of the adequacy and efficiency the shall be repaired by the contractor at his own expenses without claiming any charge on the department. 2.2.3 It will be the responsibility of the contractor to maintain all diversion works in good order. He shall also be responsible for providing and maintaining, necessary banners, fenci 2.3 DEWATERING – Dewatering shall be carried out as per approved method to enable excavation, making inspection, final pre 2.4 BLASTING OPERATIONS : 2.4.1 Blasting operations, wherever so certified by the Engineer-inCharge, may be resorted on works for rock excavation for quarry operations. In conducting Blasting opera 2.4.2 Liability of the Contractor – In case of accidents in blasting operations the contractor shall be responsible for all damages and claim 2.5 DISPOSAL OF EXCAVATED MATERIALS – Before an excavation is started, the deposition of spoil should be carefully planned. The excavated materi
materials shall be stocked in separate areas with reference to the nature of the material. Materials from rock excavation which are fit for use will require special attention and 2.6 INVESTIGATION – The contractor will have to conduct all necessary investigations, planning and layout for the Anicut. The de The contractor will be deemed to have full knowledge of the actual site conditions weather they carryout the investigations and test or not. B.3 DESIGN CRITERIA AND CONSTRUCTION CRITERIA OF ANICUT 3.1 The criteria for structural design of Anicut shall be as per IS – 11130-1984. Where followings will over ride on its provisions & followed – 1. The proposed Anicut structure is an over flow section. Hence will be designed for buoyancy for up stream water level according to the relevant I.S. code, even for found 2. Factor of safety from considerations of stability of Anicut structures and supporting structure of karri shutters shall be as per clause 706.2.2. of IRC 78-1983. 3. The stability of structure will also be checked for seismic forces as per latest I.S. code. 84 code of practice for construction of concrete l be followed for construction of Anicut. 3.3 The anicut should be designed ad “Gravity Dam” as per the procedure laid down on IS 5512-1972 (amended upto date). Design should be based on most adverse co The stability should checked for whole structure and for piers at sill level. The following loads must be taken in account for designing the structure – i) Water Pressure (during highest floods). ii) Uplifts. iii) Wave pressure. iv) Temperature stresses. v) Silt pressure. vi) Seismic force for seismic zone. vii) Wind pressure. viii) Any other load/ pressure acting on the structure. 3.4 Safety Criteria – 3.4.1 Over Turning – The resultant of all forces acting on dam should through the middle third of base of extreme load combina 3.4.2 Sliding – The shear friction factor should be as per IS 6512-1972 (amended upto date). 3.4.3 Stress – The stress in the structure should be within the specified limits. B.4 FOUNDATIONS – The foundation of Anicut should be designed and constructed keeping in view the strata met in foundation 4.1 The drawings for location of purposed site and the section of trial bores taken at the site are enclosed for guidance only. The work of
foundation also include the work involved if any, for dewatering, shoring of sides of foundation, diversion of river flow, shoring of side of excavation, scaffolding, distilling o 4.2 Blasting in foundation shall be permitted only if the contractor guarantees that such operations shall not effect or damages to the existing rocks below and around the pr 4.3 The foundation of the Anicut shall be taken down to such depth that it is safe against scouring and is adequately protected from it. This depth should also be sufficient from co The scouring will be calculated for maximum design discharge. The maximum depth of scour near the Anicut shall be taken as 1.27 times the means depth of scour (as per IR 4.4 The depth of foundation / cut off wall below the scour line shall not be les than 1.2 meters. The epth of embedment shall exclude that portion of rock which is weathered for f 4.5 The Following precautions shall be taken for bonding of foundation of Anicut with bed rock – 1. Loose sand and boulders shall be removed from the entire foundation area of the Anicut. 2. Fissures and cracks shall be opened to sufficient depth and filing with M-10 cement concrete. 4.6 For laying foundation concrete under water, it shall be done by skip boxes centremie pipe, Pumping out of water shall not be done be permitted from the time of placing of The annular space around the foundation shall be filled with M-10 cement concrete up to top of rock. The material for foundation shall be M-10 plum concrete encased all ar 4.7 The dowel are as required in design for safety against sliding shall be provided in the foundation of the Anicut.. 4.8 Treatment of Foundation In case, any treatment of foundation is required during actual execution, it will have to be carried out by th 4.9 Proper desilting arrangement through the stop dam should be provided. B-5 SUPER STRUCTRUE – 5.1 The super structure of anicut will be conventional unit comprising RCC piers and opening for manually operated shutters as per MPLUN‟s specifications item code SMM 16 B-6 BANK AND BED PROTECTION – The left and right bank of river Pench on Upstream side as well as D/S side will be protected upto a minim B-7 SHUTTERS FOR OPENINGS – Manually operated type shutters shall be provided as per MP LUN‟s item code No. SMM 163101 B-8 BANK KEY– Proper band key should be provided on both bank. B-9 DETAIL DESIGN AND WORKILNG DRAWING– Detailed drawing and design of geological, hydraulic and structural requirement for anicut structure, bank B-10 TESTING OF ANICUT STRUCTURE AND GATES – For all purpose the structure and gates will deem to be tested if they don‟t show any sign of defect after pa June to 15 October.
C – DETAIL SPECIFICATION FOR CONSTRUCTION OF ANICUT – C .1 – ACCURACY OF LINES, LEVELS & GRADES : The various works shall be done true to line, level and grade. The periodical of his responsibility regarding C .2 – TESTING OF MATERIALS AND LABORATORY : C.2.1 All materials before being incorporated in the work shall be inspected and if necessary tested & approved by the Engineer-in- Charge. The Engineer-in-Charge has fu C.2.2 The contractor will have to maintain a complete laboratory at site of work for all basic test of concrete like Cube test, Slump test & Sieve Analysis etc all. He will also maintain record of Cement brought at site, to no type, Grade and date of manufacturing procurement, on black board. All testing charges will be borne by the contractor. The sampling (making specimen) testing etc will be done as per standard laid down by Beuro of India standards. All tests will be carried out in presence of Engineer-in-Charge or his authorized representative. C .3 – CEMENT 3.1 Cement required for the work will be arranged by the contractor at his own cost. Cement used in the work shall be as under – 1. All PCC plum cement concrete Upto M200 grade - Grade 53 as per IS 269:1989 2. All reinforcement C. C. - Grade 53 as per IS 11112:1989 3.2 Handling and storage facilities shall be so arranged that no cement shall be kept in storage for more than 90 days, contend after the date of dispatch from the factory. If any c 90 days, it shall be tested at the local laboratory and if found defective in any way, it shall be condemned 3.3 As for as practicable, no consignment of cement shall be received and transported during the 3.4 Cement should be received in bags only and to be stored properly as per instruction Engineer-in-Chief. 3.5 Following further precautions shall be taken in storage of cement – a. Having made sure of a good weather proof building certain precautions must then be observed in strong the bags with a view to prevent cement from any possible co b. If the ware house is to be newly put into service, make sure that sufficient time has been allowed for the interior to dry thoroughly. c. Do not pile bags against the wall. A space of 30 cm all round shall be left between the exterior walls and the piles. d. Similarly bags should be piled off on the floor on wooden planks or logs of the bellies and bamboos. If, however, the floor is a well constructed dry concrete floor, the bags e. Bags should be placed closely together in the pile to reduce circulation of air.
f. Do not pile bags more than about 1.50 m high otherwise, it becomes cumbersome to stack or remove them. The maximum width of pile should also be not more than g. If the pile is more that 7 or 8 bags high, arrange the bags in header and stretcher fashion, that is alternatively length wise and cross wise so as to pile together and mi h. Owing to pressure on the lower layer of bags what is known as “Waste house pack” some times over laps in the bags. This can be removed by rolling the bag when the c i. When removing bags for use supply “First in first out” rule, that is taken the oldest cement out first. For this purpose each consignment as it comes it should be stack sep 3.6 Temporary Storage at Site – When it is required to store cement bags at work site in the open for use on the work for one or two days t 3.7 Air Entraining Admixtures : a. The air entraining admixtures of approved quality may be used to improve the quality of workability of the mix if approved by the Engineer-in-Charge. The amount of air e b. Test – Test of admixture shall be made in work laboratory in accordance with Indian Standard Specification or as otherwise prescribed. C .4 – WATER Water used for mixing and curing shall be clean and free from injurious amounts of oil, acids, alkalis, salts, sugar, organic, materials or other substances that may be de & steel. Potable water is generally considered satisfactory for mixing concrete. Water found satisfact C .5 – SAND 5.1 The term sand is used to designate aggregate in which the maximum size of particles in 4.75 mm. 5.2 The sand shall consists of hard, dense, durable, uncoated rock fragments and shall be free from injurious amount of dust, lumps of soft or flaky particles, shale, alkali, org The sum of percentages of all deterious substances shall not exceed 5 percent by weight. The sand shall be free from injurious amount of organic impurities and shall c 5.3 GRADING – The sand shall be well graded and screen analysis shall confirm to IS 383:1970. 5.4 STORAGE – Arrangement shall be made to store natural sand in a way that would protect if from getting contaminated 5.5 All classifying, batching or other operations and tests of the fine aggregate shall be done by the contractor. C .6 – COARSE AGGERGATE 6.1 The term coarse aggregate is used to designate aggregate ranging in size within such limits coarse aggregate for concrete sall consist of crushed rock well graded and blend 6.2 QUALITY – The coarse aggregate shall consist of hard, dense, durable, uncoated rock fragments, and shall be free fr The sum of the percentage of all deleterious substances in any size shall not exceed 3 percent by weight. The coarse aggregate shall also confirm to requirements for abrasio
6.3 GRADING – The Grading of course aggregate should confirm to IS 1983:1970. In case of variation of grading of divisib 6.4 STORING AND HANDLING OF COARSE AGGREGATE The coarse aggregate shall be stacked separately accordingly to their grading. The stacks shall be laid ou 6.5 All the sampling and tests shall be preformed by the contractor at his own cost. 6.6 The contractor shall keep at all times a sufficient storage of coarse aggregate of all grades, so as to ensure smooth and continuous progress of works according to the time s C.7 STEEL The steel required for the work will be procured by the contractor at his own cost. The department shall no However in case of Tor 50 grade steel maximum stress in design will be allowed as per IS 1786 only. The contractor shall be required to produce the test certificate o C.8 – FORM WORK : 8.1 Only steel shuttering plates will be allowed as form work. The forms shall have sufficient strength and rigidity to hold concrete and to withstand the pressure of vibration withou 8.2 At any stage, any grooves, set back etc, if orders to be provided by the Engineer-in-Charge shall be provided as per instructions with no extra cost. M.S. Bars or nay steel pie 8.3 USE OF FORMS ETC. All forms work shall be maintained in serviceable conditions and shall be thoroughly cleaned and smoothe 8.4 ERECTION OF FORMS : Before placing concrete the surface of all forms shall be quoted with diesel and grease mix in ration 5:1 to 8.5 REMOVAL OF FORM WORK : Form work shall not be removed until the concrete has gained required strength. Form work shall be remo 1978 or as specified in the approved drawings. C.9 - CEMENT CONCRETE The foundation sill and superstructure shall be comprised of plum, concrete and reinforced cement concre 50%. The maximum size of aggregate M-15 concrete shall be 40 mm. The plum concrete structure shall b 25 grade RCC structure of minimum thickness of 20 cms with required reinforcement for temperature and 9.1 COMPOSIOTION – Concrete shall be composed of cement, sand coarse aggregate, water and any other admixture as require 9.2 CONCRETE CLASSIFICATION AND LOCATION OF PLACEMENTConcrete classification are related to the specified 28 days compressive strength confirms to the strength The maximum size of aggregate may be reduced to next lower size for congested steel portion. 9.3 MIX DESIGN – The mix design shall be involved on the basis of laboratory tests for the prescribed strength of concrete as 9.4 SAMPLING – a) Frequency of Sampling – i) Random sampling procedure shall be adopted to ensure that each concrete batch shall have a r ii) Frequency –
The minimum frequency of sampling of concrete of each grade shall be accordance with the IS 456-1978. 9.5 TEST SPECIMEN – Minimum size specimens of each lot shall be tested at 28 days. Additional cubes may be required for vario 9.6 TEST STRENGTH OF SAMPLES The test strength of the sample shall be in accordance with the provisions & acceptance criteria of IS 4569.7 BATCHING & MIXING – a) The concrete shall be composed of water, cement fine aggregate and coarse aggregate, each material b) All sand and aggregate, used on the works shall be carefully and accurately measured by weight of volu suitable guage boxes and in quantities to the entire satisfaction of the Engineer in Charge. The quantity of sand when partially wet shall be increased by the ri c) The ingredients of concrete shall be properly mixed in mechanical mixers designed so as to positively e The minimum mixing period specified above is after the introduction of the materials including water. The mixing times shall b increased when the charging operat The excessive mixing, requiring the additional water produce the required concrete consistency shall be avoided. The first batch of concrete materials placed in mixer shall contain sufficient excess quantity of cement, sand and water for buttering of mixer, i.e. to aboid loss of Mo 1. The following general principles shall be followed n operation of mixings. a) The ingredients shall be charges into the mixer simultaneously. b) A portion of water (approx. 50%) shall proceed and approximately equal quantity shall follow on introdu c) Care shall be taken that mixing of concrete in mixer shall b uniform for all batches. d) The mixer shall be loaded with in its normal capacity. e) The minimum mixing sped shall not be less than 4 RPM. f) Hand mixing shall not be permitted under any circumstances unless ordered in writing by the Engineer9.8 PLACING OF CONCRETE : 9.8.1 The placing of concrete shall be performed only in the presence of an authorized representative of t Any stiff concrete will not be used in the work. Concrete shall not be dropped from height exceeding 7 Ft (2m) and the free fall should be kept as minimum as possible. All surf 9.8.2 Concrete shall be deposited in continuous horizontal layers in thickness from approximately 45 cm in RCC work and 60 cm for max concrete. Construction joints shall be 9.9 UNDER WATER CONCRETE 9.9.1 In case of under water concrete 10% extra cement will be added for the same mix as unused for Dr 9.10.1 All concrete shall be mechanically vibrated to produce dense, concrete. Hand tamping rodding shall not be allowed for compaction of concrete should have sl 9.10.2 During vibration care shall be taken to maintain the location of reinforcement and embedded parts. 9.10.3 Only high frequency internal type vibrators having SYC RPM 5000 or more will be allowed for compaction. 9.10.4 In case of under water concrete no foreign efforts will be made for
any kind of compaction. 9.11 CURING AND PRO TECTION – 9.11.1 Exposed finished surface of concrete shall be protected from direct rays on sun for atleast 72 hours after placement. Concrete shall be kept continuously moist for not less th Construction joints shall be cured in the same ways as adopted for concrete. Horizontal surface shall be cured by the use of wet Gunny bags or making local pond over 9.12 FINISHING FORMS SURFACES – The work shall be inspected by the Engineer-in-Charge, who will decide treatment for local building on exp 9.13 FINISHING EXPOSES SURFACE – Except as otherwise specified or directed all permanently exposed concrete surface and water way surface requiring durability under water will be finished in following manne The surface shall be wetted. Surface pits and air bubble shall be filled with mortar of cement and fine sand in proportion of 1:2. In order to ensure uniformly dense and smo In case if the filling operation is being delayed and the surface pits and air buble shall be filled with mortar of cement and fine sand proportion of 1:2. In order to ensure unifo In case if the filling operation is being delayed and the surface of pits become coated with dirt of other foreign materials. It will be removed by means of air/ water jets, brus All finishing surface pits shall be handled as quickly as practicable. It is to minimize the period curing which the concrete and the mortar filling are exposed to drying. On com 9.14 FILLING GROOVES – Necessary block cuts or Grooves shown or as directed shall be kept without any extra cost. After erection 9.15 ANCHOR IN CONCRETE – All embedded parts, various anchorage structural members and guides for the gates and other articles pla 9.16 VIBRATED COVER BLOCK – Cover block used to maintain cover around reinforcement steel shall be vibrated only. It will be made by th 9.17 USE OF PLUMS – Stone plums shall not be used unless specified on the drawing. When used, the size of stone plums may 1/3rd at the least dimension of members.
All plums shall be hard, durable, clean and free from soft materials or loose places or deleterious substance in them and shall not have sharp corners. During concreting the first layer of concrete of the specified mix shall be laid to a thickness of at least two and a half times thickness of the maximum size of plums to be u While placing the plums, care shall be taken to see that the clear distance between any two plums is not less than either the width or thickness of either of plums. The dista If plums of stratified stone are used, they shall be laid on their natural bed. Stones with concave faces shall be laid with the concave upwards. The thickness of the next The total volume of plums shall not exceed 15 percent of the volume of the finished concrete. 9.18 JOINTS AND KEYS – The water stops shall be provided in transverse joints for stopping to flow of water into joints. The 20 gaug
C-10 TOLERANCE IN THE CONSTRUCTION OF ANICUT – Allowed tolerance in various components of civil works forming the anicut structure shall be as per IS 456-1978. DDETAILS SPECIFICATIONS FOR GATES : 1.1 Workmanship Defective Work and Materials – All work shall be performed and completed with good workmanship equal to the best modern practice 1.2 INSPECTION AND TESTS – All the materials, parts, equipments furnished shall be tested of quality and all works performed shall be su
Executive Engineer Public Health Engg.Division Chhindwara
Annexure "F" Break-up Schedule of Payment
- -P<;rllculars
Payment
Cumulative
j0
Approval of des1gn and draw1ng
OS%
05%
20
E>·caval!on of foundat1on of ma1n anicut
OS%
10%
30
Grout1ng and Anchorage of dower bars
15%
25%
Foundat1on concrete upto sill level
15%
40%
Construction oip1ers upto top level
27%
67%
::::cavatlon of foundahon tor Gutde Return ".t: lls keys and t:'"lchorage of dower bars
03%
75%
":•)f"Siruchon c'U/s & 0/s toe wall
OS%
80%
;.;rqw?I!IXl o: G.::ce relurw, all, key wall
07%
8'1%
·- u
l>J111plet,t.n of oanprote..;tlon work
05%
9/.%
- -; :l
C.:.mpleltcn ciany other hems of main /.nicul no!cov;:red sn iten, 1.0 to 11.0
03%
95%
OS%
100%
0 50
0 'J•o•.ldii19 and 1nstallahon of shutters 70
EO
i2 0
OS%
72%
F1n1shing teshng & comm1ssioning of ·:·hole work
\
·;·-:; - :11s !:··c. :ur. s:!· u-= .s onl·;
r
the valuation of the work. After valuallon of
"'Cm. ;ymen! s:;a It :r:oad= as per clause -15,Page..... of lump sum contract ANNEXURE G(Revised form of Bank Guarantee Bond) GUARANTEE BOND sed by the approved Schedule Banks)
1. In consideration of the Governor of Madhya Pradesh (hereinafter called the Government) having agreed to exempt ......................................... (hereinafter called the said contractor) from the demand un 2. We ................................... Bank Limited do hereby undertake to pay the amounts due and payable under this guarantee 3. We (*).................................... bank limited further agree that the guarantee herein contained shall remain in full forc guarantee is made on us in writing on or before the (here indicate a date which fails 9 months beyond the due date of completion of the work) .............................. we shall be discharged from all liability under this guarantee. 4. We (*)................................... Bank Limited further agree with the government that the government shall have the fulle 6. This guarantee will not be discharged due to the change in the constitution of the Bank or the Contractor(s). 7. We..........................................................Bank Limited lastly undertake not to revoke this guarantee during its currency Government in writing. Dated the..........................day of ...................for.(*).................... (indicate the name of the Bank) Annexure “H”
1 Layout Plan of Work. 2 Cotour Plan of Site 3 Tentative L- & Cross Section of of Proposed Anicut Structure. Attached separately
Name of Work :
SCHEDULE OF QUANTITY
Annexure I
Construction of Anicut at Village Singodi Water Surface (Pench River) Water Supply Scheme.
VillageS.No.
Singodi
SOR Item/pg.
1
401(a) p33
2
401(b) p33
3
402 p33
4
403 p33
5
404 p33
6
405 p33
7
719(b) p52
8
733(x) p55
9
731 p54
10
2206 p201
Block - Amarwara Description Excavation in soft or ordianry soil i/c 50m lead and 1.5m lift with dressing. Excavation in hard soil i/c 50m lead and 1.5m lift with dressing Excavation in hard moorum & moorum with boulders i/c 50m lead and 1.5m lift with dressing Excavation in disintegrated rock i/c 50m lead and 1.5m lift with dressing Excavation in soft rock i/c 50m lead and 1.5m lift with dressing Excavation in hard rock i/c 50m lead and 1.5m lift with dressing : [a] Blasting permitted Cement Concrete 1:3:6 with graded metal of maximum size 40mm. [ in foundation bed] Extra rate for black trap basalt or granite metal for one cu.m. Extra for mechanical vibration of Cement Concrete or plum Concrete. Drilling 35mm dia holes in rock by jack hammer upto 6m.
Qtty.
Unit
331.56
cu.m.
378.30
cu.m.
471.78
cu.m.
280.44
cu.m.
425.04
cu.m.
877.80
cu.m.
489.60
cu.m.
489.60
cu.m.
489.60
cu.m.
283.50
Meter
11
1304 p130
12
-
13
1304 p130
14
818(k) (-) 827 p69
15
818(k) p68
16
-
17
-
18
1203 p97
19
2117 p188
20
1013 p80
Supplying & fixing steel reinforcement bars (tested) for RCC i/c cleaning, straightening, cutting, bending all handling, placing in position and binding with 0.9 mm annealed binding wire confirming to IS:280-1978 (i/c cost of binding wire) : (b) Cold work Providing and fixing M15 RCC including cost of form work but exluding cost of reinforcement etc all complete. Supplying & fixing steel reinforcement bars (tested) for RCC i/c cleaning, straightening, cutting, bending all handling, placing in position and binding with 0.9 mm annealed binding wire confirming to IS:280-1978 (i/c cost of binding wire) : (b) Cold work Plum Cement Concrete1;3;6 with 75% graded metal of 40 mm.and 25% Plums of 150 mm In foundation and plinth. Cement Concrete1;2;4 with graded metal of maximum size 20 mm. In Super Structure. with 75% graded metal of 40 Plum Cement Concrete1;3;6 mm.and 25% Plums of 150 mm In Super Structure Cement Concrete1;2;4 with graded metal of maximum size M.S. Fixed Wheel Gate upto 2 SQM size for 5 MTR. Water Head with Manually operated rope drum hoisting Puddle filling of good clay including lead upto 50m including mixing, watering and kneading by tamping, ramming and laying etc. [at Karri shutters] 22cm thick dry picked up boulder pitching including picking of boulders with individual boulder of 22cm depth & atleast the dimension of boulders in any direction should not be less than 10cm.
4731.45
kg
479.88
cu.m.
9002.08
kg
803.52
cu.m.
324.00
cu.m.
512.91
cu.m.
269.04
cu.m. 38.40
sq.m.
418.50
cu.m.
95.70
cu.m.
CONSTRUCTION OF ANICUT AT VILLAGE SINGODI Annexure “J”
by The E-in-C, W.R.D., M.P., Bhopal, w.e.f. 1.7.2007] Estimated Cost Lakhs
S.No.
Village -
1 1
2
Singodi
USR Item no.
Description
2
3
301/23
Quantity Nos.
4
L
B
H
5
6
7
2
500
30
302/23
Site clearance of grass &crops I/c rooting out Ordinary shrub jungle clearance involving removal of grass shrubs & twings I/c rooting out a.Area below 25% covered by shrubs
2
100
30
303/23
b. 25% to 50% area covered by shrubs
2
50
25
304/23
c. Area above 50% covered by shrubs
2
50
20
Excavation in soft or ordianry soil i/c 50m lead and 1.5m lift with dressing. [A] Weir wall (Crest length- L)
1
93.00
401(a) p36
4.00
0.20
2
3
4
5
6
401(b) p36
402 p36
403 p36
404 p36
[B] Keys (K1+K2)(approx. 3.0m on each bank)
2
6.00
2.15
0.20
[C] Wing walls (approx. 0.25xL on U/S, D/S of each bank) D/s&U/s apron (2+8=10mtr)
4
6.00
2.90
0.20
1
93.00
10.00
0.20
Toe wall d/s &u/s
2
93.00
1.40
0.20
Excavation in hard soil i/c 50m lead and 1.5m lift with dressing [A] Weir wall
1
93.00
4.00
0.30
[C] Wing walls
4
6.00
2.90
0.30
D/s&U/s apron (2+8=10mtr)
1
93.00
10.00
0.20
Toe wall d/s &u/s
2
93.00
1.40
0.20
Excavation in hard moorum & moorum with boulders i/c 50m lead and 1.5m lift with dressing [A] Weir wall
1
93.00
4.00
0.50
[B] Keys (K1+K2)
2
6.00
2.15
0.50
[C] Wing walls
4
6.00
2.90
0.50
D/s&U/s apron (2+8=10mtr)
1
93.00
10.00
0.20
Toe wall d/s &u/s
2
93.00
1.40
0.20
Excavation in disintegrated rock i/c 50m lead and 1.5m lift with dressing [A] Weir wall
1
93.00
4.00
0.60
[B] Keys (K1+K2)
2
6.00
2.15
0.60
[C] Wing walls
4
6.00
2.90
0.60
Excavation in soft rock i/c 50m lead and 1.5m lift with dressing [A] Weir wall
1
93.00
4.00
0.40
[B] Keys (K1+K2)
2
6.00
2.15
0.40
[C] Wing walls
4
6.00
2.90
0.40
D/s&U/s apron (2+8=10mtr)
1
93.00
10.00
0.20
Toe wall d/s &u/s
2
93.00
1.40
0.20
[B] Keys (K1+K2)
7
2
6.00
2.15
0.30
7.74
405 p36
[A] Weir wall
1
93.00
4.00
1.00
[B] Keys (K1+K2)
2
6.00
2.15
1.00
[C] Wing walls
4
6.00
1.40
1.00
D/s&U/s apron (2+8=10mtr)
1
93.00
10.00
0.20
cu
8
716(b) p52
Toe wall d/s &u/s
2
93.00
Cement Concrete 1:3:6with graded metal of maximum size 40mm. [ in foundation bed] [A] Weir wall
1
93.00
3.80
0.30
[B] Keys (K1+K2)
2
6.00
1.95
0.30
[C] Wing walls
4
6.00
2.70
0.30
D/s&U/s apron (2+8=10mtr)
1
93.00
10.00
Toe wall d/s &u/s
2
93.00
1
9
725(xib) p53
Extra rate for black trap basalt or granite metal for one cu.m.
10
723 p53
11
2206 p213
12
1304b p129
Extra for mechanical vibration of Cement 1 Concrete or plum Concrete. Drilling 35mm dia holes in rock by jack 189 hammer upto 6m. & fixing steel reinforcement bars Supplying
1.40
63
(tested) for RCC i/c cleaning, straightening, cutting, bending all handling, placing in position and binding with 0.9 mm annealed binding wire confirming to IS:280-1978 (i/c cost of binding wire) : (b) Cold worked steel high strength bars confirming to grade Fe-415 of IS:1786. 25 mmØ Tor Steel bars (Dowel bars) @ 1.5m 189 6.50 c/c in Three rows Excavation in hard rock i/c 50m lead and 1.5m lift with dressing : [a] Blasting permitted lift with dressing : [a] Blasting permitted Providing and placing in position M-15 R.C.C. 13 1602 b p150 excluding cost of reinforcement, but including 14 form work , vibration, finishing, curing etc complete with graded metal of maximum size(a) 20 mm 1 93.00 1304b p129
1.40
1.00
0.30 0.30
1.50
Wt. (kg/mtr.) =
17.20
0.30
Supplying & fixing steel reinforcement bars (tested) for RCC i/c cleaning, straightening, cutting, bending all handling, placing in position and binding with 0.9 mm annealed binding wire confirming to IS:280-1978 (i/c cost of binding wire) : (b) Cold worked steel high strength bars confirming to grade Fe-415 of IS:1786. Mail Wall Portion Horizontal and along LS , Provide Bars 8 mm dia @ 250 C/c Vertical Bars and along CS, Provide Bars 10 mm dia @ 250 C/c Gate Portion
140
94.00
@ 0.395
784
8.40
@ 0.395
Horizontal and along LS , Provide Bars 8 mm dia @ 250 C/c Vertical Bars and along CS, Provide Bars 10 mm dia @ 250 C/c
466
3.80
@ 0.395
290
4.50
@ 0.395
15 16
711c pg. 52
715 c pg. 52
17 18
Plum Cement Concrete1;3;6 with 75% graded metal of 40 mm.and 25% Plums of 150 mm In foundation and plinth. [A] Wier wall
1
93.00
3.20
2.70
[B] Key wall
2
6.00
1.75
4.00
[C] Wing wall
4
6.00
2.50
4.00
Toe wall d/s &u/s
1
93.00
1.20
1.40
[A] Wier wall
1
93.00
(3.2+.9)/2
3.00
Deduct for openings in wier wall (Gates)
8
1.20
(3.2+.9)/2
1.50
Cement Concrete1;2;4 with graded metal of maximum size 20 mm. In Super Structure. [C] Wing wall
4
6.00
(2.5+.6)
4.00
Toe wall d/s &u/s
1
93.00
0.90
3.30
Cement Concrete1;2;4 with graded metal of maximum size 20 mm. In foundation and plinth
711 c pg. 52
Net Quantity = 715 c pg. 52
19
MPLUN Item No. SMM 163101
M.S. Fixed Wheel Gate upto 2 SQM size for 5 MTR. Water Head with Manually operated rope drum hoisting mechanism, complete item.
8
1.20
4.00
20
2117 p200
1
93.00
1.50
3.00
21
1009 p71
Puddle filling of good clay including lead upto 50m including mixing, watering and kneading by tamping, ramming and laying etc. [at Karri shutters] 22cm thick dry picked up boulder pitching including picking of boulders with individual boulder of 22cm depth & atleast the dimension of boulders in any direction should not be less than 10cm.
5
15.00
5.80
0.22
Total -
[In Words - Rupees Seventy Four Lacs Sixty Thousands Only ] Plum Cement Concrete1;3;6 with 75% graded metal of 40 mm.and 25% Plums of 150 mm In Super Structure Executve Engineer P.H.E. Division Chhindwara Distt. Chhindwara [M.P.]
ride project , Block Amarwara, District Chhindwara M.P.
On lump sump contract basis
y Scheme under fluoride project , Block Amarwara, District Chhindwara M.P.
xure – “a”
ditions are given, common set of conditions shall be framed as per procedure prescribed in the PWD manual. IT shall have to be deposited within 10 days of intimation of acceptance of tender to the contractor if the contractor fails to d ocuments as ANNEXURF for assessment of work done as per clause No. 15 of the term for “LUMP SUM CONTRACT”. er & time not in conformity with the provision of the NIT. Any such condition of refund of security deposit shall not be
red permission from the concerned authorities & for abiding all the laws, local regulations such as for water, power, extr tc. at all the stage of work of activities related to this work. actices shall be applicable for this work. The decision of the PHED will be final in this matter.
gineering Department, Chhindwara Division within the time mention in the key dates from categories A-2 or S-2 and above
fice of the Executive Engineer of Chhindwara Division The bidders intending to participate in this tender are required to get
mpanelled on the sub portal of Public Health Engineering Department http://phed.mpeprocurement.gov.in. Enrollment / registration and subs
Class of contra ctor
A-2 or S-2 and Above
ned in as per instruction contained in this tender notice and in the guideline which are attached with this NIT.
making online payment. The last date of purchase of tender document is as mention in keydates. ents which are to be uploaded by the bidders should be submitted online up to as per time schedule (Key dates). the relevant documents from as per time schedule (key dates).
uidlines for Using the Electronic Tendering System” available along with the tender documents. Procurement System for confirming the time and date for their training session.
wing order of priority regarding specification for the work shall be followed by the contractor. under special conditions Annexure “D” and special condition.
ials shall be governed by the relevant latest IS codes, IRC specifications and National Building code of India (latest revision)
onsiders it necessary in the interest of work. On all matters where there is difference of opinion between the contractor and the Executive
n Department of
Maharashtra Government (with all amendments issued up to date of receipt of tenders) BIS Code of practice BIS spec
ereinafter & according to sound engineering practice. The structure should have even & smooth finish. The decision of the Engineer-in cal vibrators. Slump tests shall be carried out during concreting and sample test tubes prepared & tested in due course by the contractor a by the contractor at his own cost. The department shall not supply any quantity of steel under any circumstances. Steel for reinforce emo no. F-16-28/34-2/87 dt. 28.01.91. Cement required for the work will be procured by the contractor at his own cost from time as per
inlet ports and strainers shall also be as per B.I.S. specifications. e rejected material should be removed from the site immediately at the
emicals and to resist abrasive action of sand, and use of suitable paints and coating for under water fittings to prevent contamination of wa es of three envelopes shall be digitally signed and submitted online as per mentioned key dates. The Bidders shall also have to submi anned copy of the Physical Earnest Money and scanned copy of following documents. “TURN KEY JOB BASIS“ costing Rs 50.00 Lacs in contractor's/firm's/company's own name indicating agreement no., work order no. ate, amount of contract, period of completion, value of work and balance work in hand with details of work on the date of submission of
ushing strength test of moulded concrete specimens, slump test of concrete, particle size analysis , silt content, percentage of soft materials
d in the key dates the technical details and specifications of the proposed work. The Scanned copy of terms and conditions, along with technical specific e to duly fill their Lump-sum offer in appropriate online form meant for it. sands Six Hundreds Only ) In favour of the Executive Engineer, PHE Division ,Chhindwara (M.P.) which will be returned to the unsuc sh he shall pay it to the where the. Tenderer proposes to pay the earnest money in cash he shall pay it to the credit of revenue deposit on b
& C Class, Central Co-operative Banks/Non Scheduled State Co-operative Banks, Subject to the conditions that the drafts are encased
nd the challan should be submitted in the envelope “A” as mentioned above under para (2.1). bed form should be deposited as mentioned under para 2.5 . If the Earnest Money is not found in accordance with the prescribed mo ed for a particular work will not ordinarily be adjusted towards the earnest money for another work, but if the tender of a contractor for a ntact, under the terms and conditions given in the tender form, will be the Earnest money at the time of tender plus & sum to make it e ntly in advance of the date fixed for the submission of the tender. The tenderer shall be deemed to have full knowledge of all relevant do
and Annexure-E having the scope and the specification of the work to be done. The contractor will be deemed to have seen the site of wo rposes. No lead and lift for any other material including water will be paid. The tender offer should be inclusive of all leads and lifts for th already held by the tenderer at the time of submitting the tender, in the Department and elsewhere showing therein.
ponsible for award and execution of contract ) in which his near relative is posted a Divisional Accountant. He shall intimate the names o ommend for the acceptance to higher authority the lowest or any tender or to give any reason for his decision.
r is strictly prohibited. Any tenderer doing so will render himself liable to penalties which may include removal of his name from the
ned will be opened serves the right for accepting the tender for the whole work or for a distinct part of it, or distributing the work between two or more Bidde the last financial price bids (Envelop "C") and in the event of the tenders withdrawing the offer before the aforesaid date for any reason wha ng rainy season shall be strictly observed and shall be reckoned from the date of issue of written order to commence the work. Delay bey fixed in consultation with the competent authority. BAR/PERT/CPM chart showing detailed programme shall have to be submitted an
act. No change in this payment schedule will be permitted. uccessful testing of the work. It shall not be refunded also before the settlement and payment of the final bill in any case.
ority, in writing, sublet or assign to any other party or parties the whole, or any
portion of the work under the contract. Where such app
ll rules and regulations permission licence, procurement, preservation and storage of explosive material etc. oyalties, Octroil Duties, Excise, Turnover, Taxes etc. on work, Contract etc. levied on the contractor‟s work by Government and local bod arries in possession of and controlled by the State Government is subject to payment of Royalty by the contractor to whom it shall not be re CAMPS. :-The contractor will be bound to follow the Madhya Pradesh Model Rules, relating to layout Water Supply and sanitation in la y him on the work ( copy of the Rules enclosed as Annexure - “A” ) work or to award works on the contract in the vicinity without prejudice to the terms of contract. is found, the material approved by the Executive Engineer will only used by the contractor. If the materials of required Specification is no n from the Executive Engineer, at once remove any person employed by him on the work who in the opinion of the Executive Engin
e Department, as special case as per provision of W.D. Manual Vol.
s the right to increase or decrease any item of work during the currency of the contract and the contractor will be bound to comply w nt office and copy of same may be attached with the running account bill, failing which Rs.50/- will be deducted from each running bill. wenty or more workers on contract is required to obtain license from the Licensing Officer or the Contract as per provision contained unde his staff and stores for the work and Model Rules relating to labour Water supply and sanitation shall be followed. whole or in parts of individual components included in this contract shall be 6 months form the date of completion of work and certified execution of the work :-
ght to take suitable remedial measures.
ore he commences the work.
lf an engineer to employ engineer for the supervision of the work so long as the Contractor/partner works similar to what would hav years or more experience will be treated as Graduate Engineer, for the operation of above clause. y to the Government a sum of Rs. 10000.00 (Ten thousand) only for each month of defaults in case of Graduate Engineer and Rs. 5000.
to be read in conjunction with conditions given in the short notice inviting tenders and the conditions of Contract. These have be o execute the agreement with in a fortnight of the communication of the acceptance of his tender by the competent authority. Failure to d
ur camp etc.
ndards in permanent on semi permanent labour camps should not obviously be lower than for temporary camps.
ent source over head storage tank shall be provided with a capacity of five liters a per son per day. Where the supply is to be made from
nders and where such wages have not been so notified the wages
tractor in connection with the said work as if labours had been immediately
suffered by a worker or workers by reason of iron-fulfillment of the conditions of the contract for the benefit of the workers non payment
ement of work and continue to have a valid license until the
ssessed to
., S. T., E. P. T., B. P. T.
been or is being liquidated, roundup dissolved, petitioned or being declared insolvent as the case may be. tion 22(l) or (2) of the IT Act and whether tax paid under section 18(a) of the Act and the amount of tax so paid or in ns submitted under section 21 (1) or (2) and 18-A (3) and if so, the amount of Income Tax
bove average river bed level including supplying, fixing and errection of manually operated shutters as per MP LUN s
ck Amarwara. The proposed site is above 22 KMs away from district hear quarter Chhindwara.
ural design. The anicut will be conventional gravity structure with opening between piers for shutters and de-silting a
e it leak proof after end of rainy season.
age. River bed is covered with granite. The banks are made up of alluvium. The flood data at proposed site are not a
2310 cumec Discharge.
iver Bed Slop
-
1 : 1000
The peak flood discharge must be taken less than 3727 cumec. As mentioned earlier there are flash floods iln the r
ure, pier section and all supporting structure as per IRC 78-1983 (with upto date amendment)
plied for drinking purposes to village Singodi. The scope of work given above and the specification given are not abs
nce line and check profiles, at convenient position approved by the Engineer in charge. The bench mark shall be s including construction of bench marks, reference lines, check profiles and surveys required at the various stages of
before hand and shown in the plan. The contractor shall submit within one month from the date of issue of work ord
cy and efficiency thereof and pumping plant and other all equipements, labour and materials necessary for dewateri
ssary banners, fencing lighting, warning signs, signals and boards, watching and patrolling and all other safe guards
g inspection, final preparation of surfaces, providing anchor bars, grouting, laying of founds on concrete, laying
ucting Blasting operation shall be taken by the contractor for the protection of persons, the work and property. The pl damages and claims arising out of the workmen‟s compensation Act.
he excavated material shall be dumped sufficiently away from the edges of excavation, permitting, ample space for
special attention and should be preserved in defined areas. Similarly materials for use as chips or broken stones sh
or the Anicut. The department has done Nine Nos. trial boresa at different points on the proposed anicut site to hav
code, even for foundation resting on Rock, where the structure and base may be subject to tension within the IRC 78-1983.
on most adverse combination of “Probable” load conditions. All the load combination A.B.C.D.E.F. and G as given i
xtreme load combination. The factor of Safety against over turning must be between 1.5 to 2.5.
ata met in foundation, maximum scour depth, dead load or super structure water load at M.W.L. forces, velocity force
caffolding, distilling of foundation, construction of coffer dam etc for which no extra payment shall be made by the de
ow and around the proposed anicut.
be sufficient from consideration of bearing capacity, settlement, suitability of strata at foundation level and below it a
th of scour (as per IRC pocket book 4.4.3.1) for the design discharge. The mean depth of scour shall b calcula
ch is weathered for fissured. The foundation shall be designed for worst combination of loads and forces.
e time of placing of concrete upto 72 Hrs thereafter.
ncrete encased all around by M-25 grade R.C.C. structure of minimum thickness of 20 cm only.
o be carried out by the contractor without any extra payment for the same. The department proposed the curtain grou
s item code SMM 163101. The width of opening may be between 1.20 m to 1.50 mt. The pear must be safe at sill le
otected upto a minimum distance of 10 m from anicut by way of construction of toe wall cement concrete. A cantileve
MM 163101
nicut structure, bank protections, key wall, wing walls, up stream and down stream protection and energy d
sign of defect after passing of two rainy season and behave according to what it intend in to the contract. For this pur
sponsibility regarding the accuracy. In case of any deviation or discrepancy in line, level or grade at the meeting face
eer-in-Charge has full power to get the material tested from the laboratory of any Govt. Engineering Collage or from
ia standards.
m the factory. If any cement be kept as long as shall be condemned for use. ransported during the monsoon period. Cement stored during monsoon and to be used after the monsoon shall not
from any possible contact with moisture and to ensure systematic working of the ware house.
crete floor, the bags can be placed directly on it.
lso be not more than about 3 m. pile together and minimize the anger of toppling over.
g the bag when the cement is taken out for use. should be stack separately and the date of arrival should be pinned on the pile.
for one or two days they should be laid on a dry platform made of wooden planks resting on a brick masonry or conc
The amount of air entraining agent used shall be of such effect to the entrainment of 3 to 5 percent of air by volum
nces that may be deleterious for concrete Water found satisfactory for mixing is also suitable for curing concrete. However water used for curing should not pro
cles, shale, alkali, organic, matter, lom mica and other deterious substances.
mpurities and shall confirm to Indian Standard Specifications I.S.S. 383:1970 (second revison).
etting contaminated with dust, organic matter or other deleterious substances. In case the natural sand is not consid
ell graded and blended uniformly.
, and shall be free from injurious amounts of soft, friable, thin elongated or laminated places, alkali, organic matter o
uirements for abrasion and soundness specified under I.S.S. 383:1970 (second revision). The methods or tests for c
n of grading of divisible size aggregate. The combined grading or aggregate should confirm to any of standard for co
acks shall be laid out as approved by the Engineer-in-Charge. The stacks shall be so located as to avoid any undes
ccording to the time schedule.
department shall not supply any quantity of steel under any circumstances steel for reinforcement shall confirm to I
e the test certificate of the manufacturers to the Department before use of steel for the work.
re of vibration without deflection from the prescribed liens. The surface of all forms in contact with concrete shall be
Bars or nay steel pieces required to be kept projecting out of the concrete surface of any structure member, like pipe
leaned and smoothened before being reused. It shall be checked for shape and strength before reuse.
e mix in ration 5:1 to prevent stacking of concrete & to facilitate the removal forms. Care shall be taken to prevent oi
m work shall be removed as per I.S. 456-
orced cement concrete. The plum concrete shall be in M-15 grade with maximum of 100 mm plum not more than rete structure shall be encased all around by Mfor temperature and other stress. admixture as required all well mixed and brought to proper consistency. Test of concrete shall be made at frequent
firms to the strength requirement and acceptance criteria of IS 456-1978. (with upto date amendment) el portion.
rength of concrete as per the actual materials to be used at the site. Weight batching shall be used for cemen
atch shall have a reasonable chance of being tested, that is sampling should be spread over the entire period of
with the IS 456-1978.
y be required for various purposes such as to determine the strength of concrete at 7 days or at the time of striking th
nce criteria of IS 456-1978 with up to date amendments.
egate, each materials being previously approved by the Department. ured by weight of volume in
e increased by the right quantity after determining the percentage of bulkage. Water should be added to the dry mix so as to positively ensure uniform distribution of all the ingredients throughout the mass at the end of the mixing pe
n the charging operation fails to produce the required uniformity of composition and consistency shall be avoided.
e. to aboid loss of Mortor in first batch, alternatively buttering of mixer by cement, sand & water ( @ 10% of one bat
hall follow on introduction of other ingredients.
ng by the Engineer- in-Charge and in that case extra 10% cement shall be added for which no payment shall be ma
ed representative of the Engineer-in-Charge. Concrete shall be placed only in locations where it has been authorized
m as possible. All surface of forms and metal work including reinforcement shall be cleaned before placing concrete.
ruction joints shall be provided in the manner and at locations approved by the Engineer-in-Charge or as per drawin
mix as unused for Dry conditions. The concrete should have slump not less than 100 mm for easy flow on depositing
crete should have slump not less than 100 mm for easy flow on depositing by any approved method.
moist for not less than 28 days.
aking local pond over it. Approved curing agent may b used provided it is tested on specimen of concrete for effective
local building on exposed surface, finishing of Honey comb etc . When concrete is used for filling the chipping open
ed in following manner, immediately upon the removal of the forms.
ormly dense and smooth face.
order to ensure uniformly dense and smooth face.
f air/ water jets, brushing or other satisfactory means without damaging the surrounding concrete.
ed to drying. On completion of treatment of surface finish. It should match with the colour and texture of the principle
a cost. After erection or embedment of various parts of gates etc these block outs or recesses would be filled in the c
and other articles placed in position by the contractor shall be carefully protected during concreting so as to maintain
. It will be made by the same grade of mortar as used in main concrete of the same work. Sufficient cover as specifie
of stone plums may be from 150 to 300 mm. The maximum dimension of these stones or plums shall not exceed
size of plums to be used. The plums shall then be laid while the top portion of this concrete is still green but sufficien
r of plums. The distance from plums to the outer surface or from ay steel reinforcement shall be equal to greatest wi
hickness of the next successive layers of concrete shall be at least twice that of the largest plums.
o joints. The 20 gauge copper or mocker ( alloy of mocker and copor) shall be used. The asphalt seal should be prov
st modern practice in the manufacture and fabrication of the materials covered in these specifications. The work
performed shall be subjected to rigid inspection. No articles, parts materials sand supplies shall be dispatched until a
or) from the demand under the terms & condition of the agreement dated made between...............and........................for the work (her able under this guarantee without any demur merely on a demand from the government stating the amount claimed is due by way of loss o shall remain in full force and effect during the period that would be taken for the performance of the said agreement and that it shall co
ment shall have the fullest liberty without our consent and without effecting in any manner our obligation hereunder to vary any of the
antee during its currency except with the previous consent of the
marwara Unit cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. Meter
kg
cu.m. kg
cu.m. cu.m. cu.m. cu.m. sq.m. cu.m.
cu.m.
Quantity H
Other
Block Amarwara Rate Unit [Rs.] Total
Amount [Rs.]
Qtty.
7
0.20
8
9
10
11
12
30000
sqmt
0.20
6000.00
6000
sqmt
0.30
1800.00
2500
sqmt
0.70
1750.00
2000
sqmt
1.40
2800.00
74.40
cu.m
0.20
5.16
cu.m
0.20
13.92
cu.m
0.20
186.00
cu.m
0.20
52.08
cu.m
331.56
Cum
Total
17.00
5636.52
23.00
8700.90
31.00
14625.18
62.00
17387.28
106.00
45054.24
.
0.30
111.60
cu.m
0.30
20.88
cu.m
0.20
186.00
cu.m
0.20
52.08
cu.m
378.30
Cum
Total
.
0.50
186.00
cu.m
0.50
12.90
cu.m
0.50
34.80
cu.m
0.20
186.00
cu.m
0.20
52.08
cu.m
471.78
Cum
Total
.
0.60
223.20
cu.m
0.60
15.48
cu.m
0.60
41.76
cu.m
280.44
Cum
Total
.
0.40
148.80
cu.m
0.40
10.32
cu.m
0.40
27.84
cu.m
0.20
186.00
cu.m
0.20
52.08
cu.m
425.04
Cum
1.00
372.00
cu.m
1.00
25.80
cu.m
1.00
33.60
cu.m
186.00
cu.m
Total 7.74
0.20
cu.m
1.00 Total
260.40
cu.m
877.80
Cum
170.00
149226.00
673689.60
.
0.30
106.02
cu.m
0.30
7.02
cu.m
0.30
19.44
cu.m
0.30
279.00
cu.m
0.30
78.12
cu.m
489.60
Cum
489.60
cu.m
1376.00 18.00
489.60
cu.m
30.00
14688.00
283.50
m
330.00
93555.00
50.00
236572.63
Total
1.50
8812.80
.
Wt. (kg/mtr.) =
3.85
4731.45
Kg
.
0.30
479.88
Cum
0.395
Kg/m
5185.82
Kg
0.395
Kg/m
2601.31
Kg
0.395
Kg/m
699.47
Kg
0.395
Kg/m
515.48
Kg
Total
9002.08
Kg
2835.00
1360459.80
50.00
450103.82
.
2.70
803.52
cu.m.
4.00
84.00
cu.m.
4.00
240.00
cu.m.
1.40
156.24
Cu.m
324.00
Cum
3.00
571.95
cu.m.
1.50
-59.04
cu.m.
512.91
1353.00
1087162.56
1839.00
595836.00
cu.m.
1353.00
693967.23
269.04
cu.m.
38.40
sqmt
1839.00 207439.20 45000.00 1728000.00
3.00
418.50
cu.m.
92.00
38502.00
0.22
95.70
cu.m.
187.00
17895.90
Total
4.00
112.80
3.30
156.24
7459664.66
=
74.60
Say Rs. Say, Rs. .
74.60
Lakhs
PWD manual. if the contractor fails to do so, his earnest money shall be forfeited and his tender will be rejected. P SUM CONTRACT”. curity deposit shall not be accepted by the department and as such the tenderers are requested to agree to the condition
s for water, power, extraction of sand and metal, excavation, blasting transportation of material, safety traffic related to t
s A-2 or S-2 and above
re required to get llment / registration and subsequent empanelment on the above portal and sub portal is mandatory. The bidders registered with other depar
est revision)
contractor and the Executive Engineer, P.H.E. Department, (M.P.) the matter will be referred to the C.E. PHED Jabalpur Zone. Jabalp
IS Code of practice BIS specification will be
he decision of the Engineer-in-charge in respect of workmanship shall be final. e course by the contractor at his cost. The result of the tests shall conform with the required standards and if the Engineer-in-charge consid stances. Steel for reinforcement shall confirm to B.I.S. specifications 432-1966 (with up to date revision) and B.I.S. 1139-1966 (with up to own cost from time as per requirement. The cement to be used in the work shall be ordinary low heat port land cement confor
prevent contamination of water are expected to be providing by the contractor. rs shall also have to submit Bids online (decrypt the bids using their Digital Certificate and encrypt the bids) as per mentioned key dates
ement no., work order no. and date, amount of contract, stipulated period of completion, actual period of completion during last five n the date of submission of Tender.
percentage of soft materials etc.
long with technical specifications and drawings etc. should be submitted online in Envelope “B”.
will be returned to the unsuccessful tenderer. The Earnest Money of the successful tenderer will be retained as part of the Security Dep redit of revenue deposit on behalf of Executive Engineer PHED, division Chhindwara (M.P.) in the branch of the state Bank of Gov
that the drafts are encased by accepting authority as soon as they are received and contracts are allotted
nce with the prescribed mode, the tender of the tenderer shall not be opened. tender of a contractor for a work in the same Division has been rejected and the Earnest Money has not been refunded to him due to er plus & sum to make it equal to 5% of the amount of contract to be paid within 10 days from the date of issue of letter of acceptance,f knowledge of all relevant documents and site conditions etc. whether he inspects it or not.
to have seen the site of works. e of all leads and lifts for the materials. The contractor should himself verify the leads of different materials before submitting his tender.
shall intimate the names of his near relative working in M.P. Secretariat and P.H.E Department. He shall also intimate the name of pe
val of his name from the register of approved
k between two or more Bidders. said date for any reason whatsoever, earnest money deposit with the tender shall be forfeited by Government. mmence the work. Delay beyond the specified time limit will be subject to liquidated damages according to clause 13 of Form “F” of Lump have to be submitted and adhered to by the contractor.
he contract. Where such approval is granted, the contractor shall not be relieved of any obligation or duty or responsibility, which he under
y Government and local bodies or private individuals will be payable by the contractor. The Executive Enineer will grant a certificate for t or to whom it shall not be refundable. r Supply and sanitation in labour camps, as per Annexure - A and the provisions of the National Building Code of India, in regard to const
required Specification is not available in the near by area/quarry, the contractor shall have to arrange the same from the place where it nion of the Executive Engineer is unsuitable or undesirable.
will be bound to comply with the order of the competent authority without any claim for compensation or higher rates for additions and ted from each running bill. Total recovery on this account may be effected on the final bill. er provision contained under Sub-section 4 (b) of section 2 of the Contract Labour ( Regulation and Abolition ) Act 1970 as per provis
pletion of work and certified by the Executive Engineer as per clause 10 of
form F.
s similar to what would have been done by and Employed Engineer.
ate Engineer and Rs. 5000.00 (Rs. Five thousands only) for each month of defaults in the cause of diploma holder Engineer.
Contract. These have been intended to supplement the provisions, in the NIT and the conditions of the Contract. All these will be bin petent authority. Failure to do so will result in the Earnest Money being forfeited to Govt. and tender being
e supply is to be made from a well it shall confirm to the sanitary standard laid down in the report of the rural sanitation committee. The we
of the workers non payment of the wages or of deductions made from his or their wages which are not justified by their terms of contract
case may be. ount of tax so paid or in arrears. ,
utters as per MP LUN specification item Code SMM
shutters and de-silting arrangement.
proposed site are not available. The flood discharge is calculated from imperial formulae. The maximum flood disch
are flash floods iln the rivder. The hydraulic calculation including afflux level, scour depth, uplift pressure should bas
cation given are not absolute and have been given for guidance to the contractors. This is a turn key job and include
he bench mark shall be 20x20x60 cm with 40 cm embaded underground and 20 cm above the ground. The top surfa at the various stages of the construction work, shall be made available by the contractor at his own cost.
ate of issue of work order or of such period as may be specified by the Engineer-in-Charge to submit his plans for th
necessary for dewatering the foundations and keeping the work areas free of water at all times necessary are within
nd all other safe guards necessary to ensure safety of human and animals lives and vehicular pedestrian and anima
ds on concrete, laying of reinforced concrete, laying of reinforcement and all other construction activities. Diesel/ el
ork and property. The planning of works should be such that no blasting is required close to structures already erecte
mitting, ample space for labour paths, movement of vehicles, other machine installations for lifting and dewatering and
ips or broken stones should be placed in the adjacent pile. Steps should be taken to keep the materials clean as sub
posed anicut site to have an idea of the strata. These details are enclosed but are only for guidance to the contracto
ct to tension within the limitations of clause 708.2.2 of IRC 78-1983, for foundation resting on Rock.
D.E.F. and G as given in IS 6512-1972 must be considered and the structure must be safe for all above load combin
W.L. forces, velocity forces, wind forces, live load on Anicut, Water thrust, seismic force, buoyancy etc. complete. The
shall be made by the department to the contractor. The contractors are therefore, advised to see the site of cons
tion level and below it and stability of structure as a whole against overturning, sliding and out flanking.
of scour shall b calculated as given in the standard specification the code of practice for road bridges, IRC 78
s and forces.
oposed the curtain grouting at the up stream axis of anicut upto 4.0 m depth below average bed level, in a single row
ar must be safe at sill level for over turning, shear etc. Considering worst conditions of loading and shutters closed an
ent concrete. A cantilever type RCC retaining toe waqll with proper anchorage in rock shall be provided to retain the
otection and energy dissipation works etc shall be submitted along with the main structural design duly checked by
he contract. For this purpose, rainy season means four peak months of rains, i.e. 15
ade at the meeting faces, the contractor shall make good the discrepancy at his own cost and without any extra com
neering Collage or from the state laboratory on the cost of the contractor.
the monsoon shall not be used unless it has been tested in the laboratory and approved by the Engineer in Charge.
a brick masonry or concrete, platform about 15 cm (6”) above the ground. The number of bags shall be kept to a min
percent of air by volume of the concrete or 8 percent to 12 percent of air by volume of cement mortar. The agent sh
or curing should not produce any objectionable, stain or deposit on the concrete surface. The presence of tanni
atural sand is not considered to be as per specification by the Engineer in Charge, it shall have to be washed and / o
alkali, organic matter or other deterious substance.
e methods or tests for coarse aggregate as specified in I.S.S. 2386:1963 shall apply.
o any of standard for concrete mix design.
d as to avoid any undesirable material getting mixed up with the aggregate. The aggregate shall be so deposited in a
ement shall confirm to I.S. Specification 1786-1985 (with upto date revision) only. Tor steel (tor 40) shall be used in t
t with concrete shall be used to hold corners. Adjacent ends and edge of panels or other forms together in accurate
ucture member, like pipe, nuts, bolts, red etc. the same shall be placed in position as per instruction of Engineer-in-C
ore reuse.
ll be taken to prevent oil from surface of the construction joints and on reinforcement bars. Proper support to the form
plum not more than
all be made at frequent intervals during the progress of work and the mixes will be changed where ever necessary to
ll be used for cement concrete. The contractor shall be bound to give specified strength, workability, density and
ver the entire period of concreting and clear all mixing units.
at the time of striking the form work, or to determine the duration of curing, or to check the testing error.
be added to the dry mix in a manner in which it can be properly controlled and measured. he end of the mixing period. The mixing of each bath shall continue for about one and half to two minutes or as foun
cy shall be avoided.
ater ( @ 10% of one batch weight) should be done & thrown as waste before producing actual concrete.
no payment shall be made. It would be used for a small quantity of work ( max 2.0 cum)
e it has been authorized. No concrete shall be placed until form work, reinforcement, preparation of surface and nec
efore placing concrete.
Charge or as per drawing.
easy flow on depositing by any approved method.
of concrete for effective curing.
filling the chipping opening, it will not be less that 75 mm in depth and concretes filling shall be vibrated under strict w
d texture of the principle concrete.
s would be filled in the cement concrete. No payment will however be made for embedding fixtures or providing groo
creting so as to maintain their alignments. All the embedded parts and instrument placed in position by the contra
fficient cover as specified in IS 456-1978 shall be provided to protect reinforcement from corrosion as indicated in th
ums shall not exceed
s still green but sufficient stiff to prevent complete submergence of the plums under their own weight. These plums s be equal to greatest width of the plum.
halt seal should be provided in between two water stops.
pecifications. The work shall be carefully performed to the satisfaction of the Engineer-in-Charge. The contract
all be dispatched until all tests and shop inspections have completed or certified copies of reports, or results of tests
.................for the work (hereinafter called the said agreement) of security deposit for the due fulfillment by the said contractor(s) of the t med is due by way of loss or damage caused to or would e caused to or suffered by the Government by reason of breach by the said C reement and that it shall continue to be enforceable till all the dues of the government under or by virtue of the said agreement h
reunder to vary any of the terms and conditions of the said agreement or to extend time of performance by the said contractor(s) from tim
sted to agree to the condition of the NIT in this regard.
terial, safety traffic related to this work.
dders registered with other departments of Govt. of M.P. who are also eligible to participate in tenders processed by Public Health Engineerin
.E. PHED Jabalpur Zone. Jabalpur, S.E., PHED Chhindwara Project Circle chhindwara whose decision will
d if the Engineer-in-charge considers that a structural test is necessary, the same shall be carried out as instructed by the Engineerand B.I.S. 1139-1966 (with up to date revision). The contractor shall be required to produce the test certificate of the manufactures to the de heat port land cement conforming to B.I.S. 269/1976 & Portland Slag Cement conforming to B.I.S.
ids) as per mentioned key dates. There shall be three separate Online envelopes as under:-
od of completion during last five year i.e. 2003-2004 to 2007-2008. An officer not below
the rank of Executive Engineer should
iss
ained as part of the Security Deposit. anch of the state Bank of Government Treasury of Sub-treasury within the jurisdiction of the Executive Engineer mentioned above
ot been refunded to him due to some reasons it may be adjusted for this work by the Executive Engineer, provided amount retain e of issue of letter of acceptance,failing which the tender shall be rejected & his EMD will be forfeited .
ls before submitting his tender.
all also intimate the name of person working with him in any capacity or subsequently employed by him and who are near relatives to a
clause 13 of Form “F” of Lump sum contract.
or responsibility, which he under takes under the contract.
nineer will grant a certificate for the quantity actual used on the work but ewill not entertain any claim on this account .
Code of India, in regard to construction and safety.
he same from the place where it is available.
or higher rates for additions and alterations.
bolition ) Act 1970 as per provision contained in Section 12 of Act. No, contractor shall execute any work without obtaining licence
a holder Engineer.
he Contract. All these will be binding on the contractor and shall form part of the agreement. However, in case of any contradiction betwee
ural sanitation committee. The well should be at least 30 meters away from any latrine or other source of pollution. If possible the and pu
stified by their terms of contract
. The maximum flood discharge is 3727 cumec and the observed HFL is above 6 mtr with average bed level at 91.4
, uplift pressure should based on relevant IRC publication.
s a turn key job and includes all the provisions of civil and mechanical works required to fulfill the above mentioned o
ve the ground. The top surface of the bench mark shall be truly horizontal and plain. The words B.M. with R.L. shall b at his own cost.
ge to submit his plans for the temporary diversion, care and maintenance during the construction.
l times necessary are within the scope of the contract. The changes, modifications or alteration required to suit the c
cular pedestrian and animal traffic.
truction activities. Diesel/ electric pumps or requisite capacity shall be installed in order to handle the dewatering.
to structures already erected or foundations already filled. All government laws and regulations relation to license th
or lifting and dewatering and stacking construction material etc the excavated material will be transported to various
p the materials clean as subsequent cleaning will be difficult and imperfect. All other excavated materials shall be du
r guidance to the contractor. The Geological reports submitted by the G.S.I. is also enclosed for the guidance to the
ng on Rock.
fe for all above load combinations.
uoyancy etc. complete. The bottom shear key should be capable of withstanding uplift pressure when the river is
vised to see the site of construction before submission of tender would mean that the contractor have full knowledge
d out flanking.
ce for road bridges, IRC 78-1983.
age bed level, in a single row of 6.0 m spacing holes however if as per site condition extra treatment is needed then t
ding and shutters closed and open both condition. The minimum top width of pier should be provided on each not b
all be provided to retain the bank protection work. The bank protection is also included in lump sum offer. The bank p
ural design duly checked by the relevant department of the Govt. Engineering Collage. Detailed working drawings wi
t and without any extra compensation for the additional work involved.
by the Engineer in Charge.
bags shall be kept to a minimum preferably just sufficient for the day‟s consumption. The pile shall be well covered
ement mortar. The agent shall be added to the batch in solution in a portion of the mixing water by means of a mech
ace. The presence of tannic acid or iron compound is objectionable.
have to be washed and / or treated as directed by the Engineer-in-Charge, before being used or rejected.
e shall be so deposited in and removed from the stacks, as not to cause any excessive of change in the unifor
el (tor 40) shall be used in the structure. However, Tor 50, may also be used in the structure which will be procured f
forms together in accurate alignment. Forms used should be easy to remove in section, without damaging the surfac
instruction of Engineer-in-Charge.
s. Proper support to the form work shall be provided to withstand from against all possible forces on it.
ed where ever necessary to secure the required workability, density, impermeability and strength together with the m
h, workability, density and impermeability etc with the size of aggregate indicated in the specifications.
he testing error.
lf to two minutes or as found best in practice, after all materials except the full amount of water, are in the mixer.
ucing actual concrete.
paration of surface and necessary clean-up has been done and approved. All concrete shall be placed directly in its
all be vibrated under strict watch by doing regular shuttering with an opening hole for vibration.
ng fixtures or providing grooves, block cuts etc Tie bolts, column bars grooves will be filled with the mortar.
in position by the contractor or department shall be concreted by the contractor without any extra claim as sho
corrosion as indicated in the drawing.
own weight. These plums shall be about half embedded in their concrete and remaining pat exposed so as to form a
eer-in-Charge. The contractor shall arrant all the materials and workmanship furnished by him to be free from in
of reports, or results of tests and analysis shall have been accepted, if such workshop is approved as a sub site of w
by the said contractor(s) of the terms and conditions contained in the said agreement, on production of a Bank Guarantee for Rs............ reason of breach by the said Contractor(s) of any of terms or conditions contained in the said agreement or by reasons of the Contrac virtue of the said agreement have been fully paid and its claims satisfied or discharged or till the Executive Engineer, PHED Divisio
by the said contractor(s) from time to time or to postpone for any
or for time to time any of the powers exercisable by the government ag
ssed by Public Health Engineering Department, are also required to registered on the e-procurement system on http://phed.mpeprocuremen
t as instructed by the Engineer-in-charge at contractors expenses and if the results of this be unsatisfactory the contractor will be bound cate of the manufactures to the department before use of steel for the work. No untested steel will be allowed to be used under any circum
Executive Engineer should
issue the certificate.
cutive Engineer mentioned above. If, however, the tenderer wishes to deposit the earnest money in any one of the following forms he may
Engineer, provided amount retained is equal or more than required Earnest Money for this work.
m and who are near relatives to any Gazetted Officer in the M.P. Secretariat and P.H.E Department. Any breach of this condition by the co
m on this account .
y work without obtaining licence, contravention of above is punishable and contractor is liable to be prosecuted. The successful tend
case of any contradiction between the common set of conditions and the NIT, the common set of conditions will supersede.
pollution. If possible the and pump should be installed for drawing the water from well. The well should be effectively disinfected one ever
h average bed level at 91.4 mtr General Hydraulic and Geological data are given below –
ulfill the above mentioned objectives
words B.M. with R.L. shall be consipiously carved and painted on the bench marks the reference line shall comprise
eration required to suit the conditions during construction shall be borne by the contractor without extra charge. An
o handle the dewatering.
lations relation to license the design and location of magazine, the transportation and handling of explosives and oth
l be transported to various works, or to stock waste piles, informing stock piles the useful
avated materials shall be dumped in permanent banks or other approved location. Excavated materials shall not be c
sed for the guidance to the contractor.
pressure when the river is in flood or at M.W.L. Any other forces required to be taken for safe design which are n
ntractor have full knowledge of at the relevant documents, proposed site construction, soil samples, strata at site,
a treatment is needed then that shall be done by the contractor without any extra cost. The pressure of groutin
be provided on each not be less than 1.0 m for fixing of shutters two nos grooves should be provided on ea
lump sum offer. The bank protection work shall be designed as per relevant IRC and IS codes. The suitable arrange
etailed working drawings will be submitted in 6 copies. It will become the property of the Govt. Work will be executed
e pile shall be well covered by tarpaulin overlapping each other properly and protected against the moisture in the ai
water by means of a mechanical batcher capable of accurate measure.
used or rejected.
ve of change in the uniformity or grading.
ure which will be procured from any licensee of “Tor Steel Research Foundation of India” only. In case of Tor 50, ev
without damaging the surface of the concrete. Tie bolts etc shall preferably be used for internal ties only. It should re
e forces on it.
strength together with the maximum practical economy. The maximum size of coarse aggregate in concrete for any p
the specifications.
water, are in the mixer.
hall be placed directly in its final position within 30 minutes after being mixes.
d with the mortar.
hout any extra claim as shown in the drawing.
pat exposed so as to form a key with the next layer of concrete. No plums shall be used for concrete laid under wate
by him to be free from injurious defects. He shall replace free of cost any defective materials or workmanship dis
approved as a sub site of work, the tenderer is required to transport the materials supplied to be given by the Departm
a Bank Guarantee for Rs.......................... (Rupees)........................................................) said contractor(s) do hereby undertake to pay to ent or by reasons of the Contractor(s) failure to perform the said agreement. Any such demand made on the Bank shall be conclusive xecutive Engineer, PHED Division....... certifies that the terms and conditions of the said agreement have been fully and properly carried
xercisable by the government against the said contractor(s) and to for bear or enforce any of the terms and conditions relating to the sa
m on http://phed.mpeprocurement.gov.in and after sanction of the tender they will have to manage their registration in PHED or have to depo
ory the contractor will be bound to take down and reconstruct the particular portion of the work which has given unsatisfactory test wed to be used under any circumstances. The department however reserves the right to get the steel tested at the cost of contractor.
e of the following forms he may do so.
reach of this condition by the contractor would render him self liable to be removed form the approved list of contractors of the P.H.E. De
rosecuted. The successful tenderer is liable to produce licence as and when demanded by the Executive Engineer, obtained form labour
s will supersede.
e effectively disinfected one every month and the quality of the water should be got tested at the Public Health Institution between each wor
eference line shall comprises of a base line properly dag belled on the ground with number of masonry pillars suitabl
without extra charge. Any damage caused by failure or partial failure of his temporary diversion work during co
ndling of explosives and other measures required for the prevention of accidents shall be observed. Warming signs s
ated materials shall not be carelessly thrown over the premises and should be deposited directly in permanent positi
for safe design which are not mentioned here should also be taken into consideration for the design.
soil samples, strata at site, behaviour of river etc.
st. The pressure of grouting should not be less than 1.60 Kg/sqm.
should be provided on each piers. A minimum temperature reinforcement shall be provided in encasing concret
codes. The suitable arrangement for protection of U/S and D/S bed of river is also included in lump sum offer.
Govt. Work will be executed as per approved drawing. In case of extra rebate contractor will have to submit design a
gainst the moisture in the air and wind. This matter of temporary storage shall not be adopted in wet weather.
” only. In case of Tor 50, every bar should show “tor mark, rolled on the every meter length.
ternal ties only. It should remain 1”(25mm) behind the surface of concrete. The design of centering, form work & its s
regate in concrete for any part of work shall be the largest of the specified sizes use of which is practicable from the
or concrete laid under water.
aterials or workmanship discovered during fabrication of erection. Workmanship shall confirm to the latest standards
d to be given by the Department from the place specified to the sub site of work and no extra payment on account of
o hereby undertake to pay to the Govt. an amount not exceeding Rs....................................... against any loss or damage cau n the Bank shall be conclusive, as regards the amount due and payable by the Bank under this guarantee. However, our liability been fully and properly carried out by the said contractor(s) and accordingly discharges this guarantee. Unless a demand or claim u
and conditions relating to the said agreement and we shall not be relieved from our liability by reason of any such variation, or ex
istration in PHED or have to deposit total security deposit
has given unsatisfactory test results. The contractor shall have to use only steel shuttering so as to get smooth finish. ed at the cost of contractor.
st of contractors of the P.H.E. Department. NOTE :- By the term “near relative” is meant wife, husband, parents and son, Grand son, brother
e Engineer, obtained form labour Department as laid down in chapter 4 of Contract labour ( Regulation and abolition) Act 1970.
alth Institution between each work of disinfecting.
er of masonry pillars suitably spaced. The check profiles shall be of such materials and shall be located at such plac
ary diversion work during construction period
observed. Warming signs shall be displayed on all power magazines.
directly in permanent position so far as consistent with proper execution of the work.
r the design.
rovided in encasing concrete work for piers.
d in lump sum offer.
will have to submit design as per scope of work fixed in the contract and design for extra work or reduced work to as
pted in wet weather.
centering, form work & its supporting arrangement shall be got approved before erection by the engineer in charge.
hich is practicable from the point of satisfactory placing of concrete. The concrete shall in general contain 40 mm ma
nfirm to the latest standards specification laid down in ISS.
xtra payment on account of transportation, loading and unloading of such materials to and from sub site shall be ma
against any loss or damage caused to or suffered or would be caused to or suffered by the government, by reasons of any breach by the guarantee. However, our liability under this guarantee shall be restricted to an amount not exceeding Rs...................... . Unless a demand or claim under this
n of any such variation, or extension being granted to the said contractor(s) or for bearance, act or commission on the part of the Gove
et smooth finish.
ents and son, Grand son, brothers, sisters, brothers in laws, father in law and mother in law.
abolition) Act 1970.
hall be located at such places as to ensure execution of all slopes, steps and elevation, to the profile or profiles indic
work or reduced work to assess the increase or decrease quantity of the work. No payment will be made for such ad
n by the engineer in charge.
n general contain 40 mm maximum size to heavily reinforced concrete having 20 mm as maximum size aggregate. T
d from sub site shall be made by the Government.
by reasons of any breach by the said Contractor(s) of the terms or conditions contained in the said agreement. s......................
mmission on the part of the Government or any indulgence by the Government to the said contractor(s) by any such matter or thing whatso
o the profile or profiles indicated in the approved drawings or as directed by the Engineer – in – Charge.
ent will be made for such additional design work. In case, during the course of execution, if contractor intend to mo
maximum size aggregate. The water cement ration shall be regulated by the requirements of the strength of durabilit
y any such matter or thing whatsoever which under the law relating to sureties would, but for this provision have effect of
– in – Charge.
if contractor intend to modify or suggest any improvement and submit design in its support without asking any ext
s of the strength of durability Results of laboratory tests of durability and strength shall determine the most suitable w
have effect of
pport without asking any extra payment, it will also be subject to approval of the department.
etermine the most suitable water cement ratio for any mix. The proper ration of water to cement for any concrete sha
ement for any concrete shall be such as to produce a m
Description
S. No.
Quantity Nos.
3
1 1
Site clearance of grass &crops I/c rooting out
2
Ordinary shrub jungle clearance involving removal of grass shrubs & twings I/c rooting out
3
4
5
6
7
L
4
5
2
500
a.Area below 25% covered by shrubs
2
100
b. 25% to 50% area covered by shrubs
2
50
c. Area above 50% covered by shrubs
2
50
Excavation in soft or ordianry soil i/c 50m lead and 1.5m lift with dressing. [A] Weir wall (Crest length- L)
1
60.00
[B] Keys (K1+K2)(approx. 3.0m on each bank)
2
6.00
[C] Wing walls (approx. 0.25xL on U/S, D/S of each bank) D/s&U/s apron (2+8=10mtr)
4
6.00
1
60.00
Toe wall d/s &u/s
2
60.00
Excavation in hard soil i/c 50m lead and 1.5m lift with dressing [A] Weir wall
1
60.00
[B] Wing walls
4
6.00
D/s&U/s apron (2+8=10mtr)
1
60.00
Toe wall d/s &u/s
2
60.00
[A] Weir wall
1
60.00
[B] Keys (K1+K2)
2
6.00
[C] Wing walls
4
6.00
D/s&U/s apron (2+8=10mtr)
1
60.00
Toe wall d/s &u/s
2
60.00
Excavation in disintegrated rock i/c 50m lead and 1.5m lift with dressing [A] Weir wall
1
60.00
[B] Keys (K1+K2)
2
6.00
[C] Wing walls
4
6.00
Excavation in soft rock i/c 50m lead and 1.5m lift with dressing [A] Weir wall
1
60.00
[B] Keys (K1+K2)
2
6.00
[C] Wing walls
4
6.00
D/s&U/s apron (2+8=10mtr)
1
60.00
Excavation in hard moorum & moorum with boulders i/c 50m lead and 1.5m lift with dressing
Toe wall d/s &u/s 8
9
10 11 12 13
14
15
2
60.00
[A] Weir wall
1
60.00
[B] Keys (K1+K2)
2
6.00
[C] Wing walls
4
6.00
D/s&U/s apron (2+8=10mtr)
1
60.00
Toe wall d/s &u/s
2
60.00
Cement Concrete 1:3:6with graded metal of maximum size 40mm. [ in foundation bed] [A] Weir wall
1
60.00
[B] Keys (K1+K2)
2
6.00
[C] Wing walls
4
6.00
D/s&U/s apron (2+8=10mtr)
1
60.00
Toe wall d/s &u/s
2
60.00
Extra rate for black trap basalt or granite metal for one cu.m. Extra for mechanical vibration of Cement Concrete or plum Concrete. Drilling 35mm dia holes in rock by jack hammer upto 6m.
1
Excavation in hard rock i/c 50m lead and 1.5m lift with dressing : [a] Blasting permitted
1 122
Supplying & fixing steel reinforcement bars (tested) for RCC i/c cleaning, straightening, cutting, bending all handling, placing in position and binding with 0.9 mm annealed binding wire confirming to IS:280-1978 (i/c cost of binding wire) : (b) Cold worked steel high strength bars confirming to grade Fe-415 of IS:1786. 25 mmØ Tor Steel bars (Dowel bars) @ 1.5m 122 c/c in Three rows Providing and placing in position M-15 R.C.C. excluding cost of reinforcement, but including form work , vibration, finishing, curing etc complete with graded metal of maximum size(a) 20 mm
63
6.50
1
60.00
Supplying & fixing steel reinforcement bars (tested) for RCC i/c cleaning, straightening, cutting, bending all handling, placing in position and binding with 0.9 mm annealed binding wire confirming to IS:280-1978 (i/c cost of binding wire) : (b) Cold worked steel high strength bars confirming to grade Fe-415 of IS:1786. Mail Wall Portion Horizontal and along LS , Provide Bars 8 mm dia @ 250 C/c Vertical Bars and along CS, Provide Bars 10 mm dia @ 250 C/c Horizontal and along LS , Provide Bars 8 mm dia @ 250 C/c Vertical Bars and along CS, Provide Bars 10 mm dia @ 250 C/c
90
61.00
505
8.40
300
3.80
188
4.50
16
Plum Cement Concrete1;3;6 with 75% graded metal of 40 mm.and 25% Plums of 150 mm In foundation and plinth. [A] Wier wall
1
60.00
[B] Key wall
2
6.00
[C] Wing wall
4
6.00
Toe wall d/s &u/s
1
60.00
[A] Wier wall
1
60.00
Cement Concrete1;2;4 with graded metal of maximum size 20 mm. In Super Structure. [C] Wing wall
4
6.00
Toe wall d/s &u/s
1
60.00
19
M.S. Fixed Wheel Gate upto 2 SQM size for 5 MTR. Water Head with Manually operated rope drum hoisting mechanism, complete item.
8
1.20
20
Puddle filling of good clay including lead upto 50m including mixing, watering and kneading by tamping, ramming and laying etc. [at Karri shutters]
1
60.00
21
22cm thick dry picked up boulder pitching including picking of boulders with individual boulder of 22cm depth & atleast the dimension of boulders in any direction should not be less than 10cm.
5
15.00
17
Cement Concrete1;2;4 with graded metal of maximum size 20 mm. In foundation and plinth
Net Quantity = 18
Quantity B
H
Other
6
7
8
Total Qtty.
Unit
Rate [Rs.]
9
10
11
Amount [Rs.]
12
30
30000.00 sqmt
0.20
6000.00
30
6000.00
sqmt
0.30
1800.00
25
2500.00
sqmt
0.70
1750.00
20
2000.00
sqmt
1.40
2800.00
17.00
3752.00
23.00
5669.00
31.00
9960.00
62.00
12477.00
4.00
0.20
48.00
cu.m
2.15
0.20
5.16
cu.m
2.90
0.20
13.92
cu.m
10.00
0.20
120.00
cu.m
1.40
0.20
33.60
cu.m
220.68
Cum
Total
.
4.00
0.30
72.00
cu.m
2.90
0.30
20.88
cu.m
10.00
0.20
120.00
cu.m
1.40
0.20
33.60
cu.m
246.48
Cum
Total
.
4.00
0.50
120.00
cu.m
2.15
0.50
12.90
cu.m
2.90
0.50
34.80
cu.m
10.00
0.20
120.00
cu.m
1.40
0.20
33.60
cu.m
321.30
Cum
Total
.
4.00
0.60
144.00
cu.m
2.15
0.60
15.48
cu.m
2.90
0.60
41.76
cu.m
201.24
Cum
Total
.
4.00
0.40
96.00
cu.m
2.15
0.40
10.32
cu.m
2.90
0.40
27.84
cu.m
10.00
0.20
120.00
cu.m
1.40
0.20 Total
33.60
cu.m
287.76
Cum
4.00
1.00
240.00
cu.m
2.15
1.00
25.80
cu.m
1.40
1.00
33.60
cu.m
10.00
0.20
120.00
cu.m
1.40
1.00
168.00
cu.m
587.40
Cum
Total
106.00
30503.00
170.00
99858.00
447558.00
.
3.80
0.30
68.40
cu.m
1.95
0.30
7.02
cu.m
2.70
0.30
19.44
cu.m
10.00
0.30
180.00
cu.m
1.40
0.30
50.40
cu.m
325.26
Cum
325.26
cu.m
1376.00 18.00
325.26
cu.m
30.00
9758.00
183.00
m
330.00
60390.00
Kg
50.00
152653.00
Cum
2835.00
877716.00
Total
1.50
5855.00
.
Wt. (kg/mtr.
17.20
3.85
0.30
3053.05
309.60
@ 0.395
Kg/m
2168.55
Kg
@ 0.395
Kg/m
1675.59
Kg
@ 0.395
Kg/m
450.30
Kg
@ 0.395
Kg/m
334.17
Kg
Total
4628.61
Kg
50.00
231431.00
1353.00
701395.00
1839.00
781207.00
.
3.20
2.70
518.40
cu.m.
1.75
4.00
84.00
cu.m.
2.50
4.00
240.00
cu.m.
1.20
1.40
100.80
Cu.m
424.80
Cum
(3.2+.9) 3.00 /2
369.00
cu.m.
369.00
cu.m.
1353.00
499257.00
(2.5+.6) 4.00
112.80
0.90
178.20 269.04
cu.m.
38.40
1839.00 45000.00
494765.00
sqmt
Total
3.30
4.00
0.00
1.50
3.00
270.00
cu.m.
92.00
24840.00
5.80
0.22
95.70
cu.m.
187.00
17896.00
=
Say,
Say Rs. Rs. 45 Lakhs
4479290.00 44.80
