GOVERNMENT OF ANDHRA PRADESH
PANCHAYATRAJ PANCHAYATRAJ ENGINEERING DEPARTMENT
DETAILED ESTIMATE
Name of the Work : Constructio Construction n of Gopalamitra Gopalamitra building building a Estimate Amount Rs. 7.50 Lakhs
Grant :NABARD RIDF XIX
T.Gokavaram
T.Gokavaram
SPECIFICATION REPORT Name of the Work : Construction of Gopalamitra building at T.Gokavaram Estimate Amount Rs. 7.50 Lakh The work"Co work"Construct nstruction ion of Goplamitra Goplamitra Bbuilding Bbuilding at T.Gokava T.Gokavaram",Est ram",Est.Cost.R .Cost.Rs.7. s.7. was sanctioned under NABARD RIDF XIX grant vide GORt.No.460 of AH,DD&Fisheries(AHIII) Dt.8.11. Type plan is communicated (Plan enclosed). The building is designed for G+1 floors. The estimate for the above building is prepared with the following provisions:Foundation:a)VRCC a)VRCC footings of size 1.83x1.83m---10 Nos Super Structure:d)Columns d)Columns of size 0.23x0.3m---10 Nos f)RCC f)RCC beams and slab is proposed g)The g)The basement height of 0.45m is proposed h)Walls h)Walls are proposed with Brick masonry in CM(1:8) Finishings:i)Flooring is proposed with Edge-cut rectified ceramic tiles except for the room j)Dadooing j)Dadooing is also proposed in toilet k)In side white washing&out side snowcem paints are proposed Electrification:l)Necessary l)Necessary provisions are made conduit for electr ical wiring Water Supply:)Provision is made for internal concealed pipe line with CPVC
0 lakhs 2013
DETAILED CUM ABSTRACT ESTIMATE
Name of the Work : Construction of Gopalamitra building at T.Gokavaram Estimate Sl. Description of Item No.
No
Length (m)
Width (m)
Thickne ss (m)
3
4
5
6
1
2
1
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Ordinary Soils for Foundation.(APSS No. 308) (RSSR) For Columns For steps to rooms For steps to toilet
2
1 1 1
x x x
10 3 1
1.83 1.52 1.22
1.83 0.90 0.90
1.80 0.30 0.30
Quantity
Unit
7
8
60.28 1.23 0.33 61.84
cum
Filling with Sand in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310)(CSSR) For Columns For steps to rooms For steps to toilet Basement filling:In toilet
1 1 1
x x x
10 3 1
1.83 1.52 1.22
1.83 0.90 0.90
0.15 0.15 0.15
5.02 0.62 0.16
1
x
1
2 82
1 52
0 45
1 93
5
Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Plinth beams (APSS No. 402) (CSSR) Building A/R Deduct columns Cross wall Toilet wall
6
16.75 0.23 4.27 2.82
0.23 0.23 0.23 0.23
0.30 0.30 0.30 0.23
1.16 -0.16 0.29 0.15 1.44
cum
1
x
10
0.30
0.23
4.80
3.31 3.31
cum
1.16 0.88 2.04
cum
Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Roof beams (APSS No. 402) (CSSR) Building A/R Cross beams
8
x 1 x 10 x 1 x 1
Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Columns (APSS No. 402) (CSSR) Columns
7
1 1 1 1
1 1
x x
1 3
16.75 4.27
0.23 0.23
0.30 0.30
Vibrated reinforced Cement Concrete M20 grade nominal mix using 400 kg. of cement, 20mm size HBG (SS5) metal complete for finished item of work for Roof slab of 115mm thick (APSS No. 402) (CSSR) Roof slab 1 x 1 12 73 5 17
65 81
11 Brick Masonry in superstructure with traditional bricks 23x11x7cms in CM (1:6) prop: mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).(CSSR) for basement Building A/R Deduct columns Cross wall Toilet wall Front steps:for step I for step II for step III Toilet steps:for step I for step II for step III
1 1 1 1
x 1 x 10 x 1 x 1
16.75 0.23 4.27 2.82
0.23 0.23 0.23 0.23
0.45 0.45 0.45 0.45
1.73 -0.24 0.44 0.29
1 1 1
x 3 x 3 x 3
1.52 1.52 1.52
0.90 0.60 0.30
0.15 0.15 0.15
0.62 0.41 0.21
1 1 1
x 1 x 1 x 1
1.22 1.22 1.22
0.90 0.60 0.30
0.15 0.15 0.15
0.16 0.11 0.05 3.78
12 Brick Masonry in superstructure with traditional bricks 23x11x7cms in CM (1:8) prop: mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).(CSSR) Building A/R Deduct columns Deduct doors D Deduct door TD Deduct windows W
1 1 1 1 1
x x x x x
1 10 3 1 7
16.75 0.23 1.05 0.75 1.22
0.23 0.23 0.23 0.23 0.23
2.90 2.90 2.10 2.10 1.35
11.17 -1.53 -1.52 -0.36 -2.65
cum
Over RCC slab
1
x
1
12.73
5.17
-----
65.81 65.81
sqm
15 Plastering 12mm thick in CM(1:5) including cost and conveyance of all materials and all labour charges etc.complete Inside:Hall A/R Deduct doors D Deduct Windows Room A/R Deduct doors D Deduct Windows W ----DO----W1 Toilet A/R Deduct doors TD Outside:Out side A/R Deduct doors D Deduct doors TD Deduct Windows W ----DO----W1 Add for sills&sides of D ---DO----TD ----do----W ----do----W1
1 1 1 1 1 1 1 1 1
x x x x x x x x x
1 2 6 1 1 1 1 1 1
26.38 1.05 1.22 11.12 1.05 1.22 0.91 8.68 0.75
-------------------------------------
3.2 2.10 1.35 3.2 2.10 1.35 1.35 3.2 2.10
84.42 -4.41 -9.88 35.58 -2.21 -1.65 -1.23 27.78 -1.58
1 1 1 1 1 1 1 1 1
x 1 x 3 x 1 x 7 x 1 x 3 x 1 x 7 x 1
34.60 1.05 0.75 1.22 0.91 5.25 4.95 5.14 4.52
--------------------0.125 0.125 0.125 0.125
3.2 2.10 2.10 1.35 1.35 -----------------
110.72 -6.62 -1.58 -11.53 -1.23 1.97 0.62 4.50 0.57 224.24
sqm
14.27
sqm
25.95 4.10 0.81 1.10 0.27 32.23
sqm
14.88 3.54 31.70 3.38 53.50
sqm
18 Plastering 20mm thick in CM(1:5) including cost and conveyance of all materials and all labour charges etc.complete for basement Out side A/R Front steps ----do-- sides Toilet steps ----do-- sides
1 3 3 1 1
x x x x x
1 3 3 3 3
34.60 1.52 0.60 1.22 0.60
----0.3 ----0.3 -----
0.75 ----0.15 ----0.15
19 Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all opetational, incidental and labour charges etc., complete for finished item of work (3 coats) (APSS No. 1201 & 1212) in all floors. D TD W W1
3 1 7 1
x x x x
2.25 2.25 2.75 2.75
1.05 0.75 1.22 0.91
-----------------
2.10 2.10 1.35 1.35
20 Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including
21 White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials f or internal walls Inside:Hall A/R Deduct doors D Deduct Windows Room A/R Deduct doors D Deduct Windows W ----DO----W1 Toilet A/R Deduct doors TD
1 1 1 1 1 1 1 1 1
x x x x x x x x x
1 2 6 1 1 1 1 1 1
26.38 1.05 1.22 11.12 1.05 1.22 0.91 8.68 0.75
-------------------------------------
3.2 2.10 1.35 3.2 2.10 1.35 1.35 3.2 2.10
84.42 -4.41 -9.88 35.58 -2.21 -1.65 -1.23 27.78 -1.58 126.82
sqm
2.460 2.460
MT
22 Providing high yield strength deformed (HYSD) steel TMT bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including Cost and Conveyance of bars from approved sources to site of work with all taxes complete for finished item of work (APSS No.126) in all floors (CSSR)
27 Supply and fixing of CPVC pipes and fittings to meet the requirement of ASTMD 2846 and are produced in CTS(Copper tube sizes 1/2" to 2" SDR 11 and SDR 13.5) pipes are made from identical CPVC compounds having the same physical properties for hot and cold water (as per IS 15778-2007) Ashirvad/Ajay Flowguard make 28.90mm OD pipe--SDR 13.5 1
x
1
15.00
-----
-----
15.00 15.000
RM
10.00 10.000
RM
28 Supply and fixing of CPVC pipes and fittings to meet the requirement of ASTMD 2846 and are produced in CTS(Copper tube sizes 1/2" to 2" SDR 11 and SDR 13.5) pipes are made from identical CPVC compounds having the same physical properties for hot and cold water (as per IS 15778-2007) Ashirvad/Ajay Flowguard make 15.90mm OD pipe--SDR 13.5 1
x
1
10.00
-----
-----
29 S & F Gunmetal Gate (GM peet) valve as per IS - 778 Class - I, Indian make heavy type 25 mm NB Size 1 x 1 ------------1.00 1.000
unit
30 S & F 12.7 mm brass bib cock Indian make heavy duty Seiko/ Senior/ Nice/ Senior/ Nice or equivalent 1 x 2 ------------2.00 2.000
unit
34 Supplying and Fixing European W ater Closet of 1st quality conform ing to IS:2556-Part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'S' trap 1.00
no
1.00
no
35 Supplying and Fixing best Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-1996
36 Supplying & Fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Senior/ Nice/ Esso or equivalent complete with standard CI brackets including wooden block: 550 x 400 mm - Single C.P. Pillar cock 1.00
unit
2.00
unit
37 S & F angle stop cock 12.7 mm dia first quality Indian Make heavy duty Seiko/ Senior/ Nice or equivalent
38 Supply & fixing of PVC low level system parry ware, slim line with internal components & short bend: 10 Litres capacity Single Flush
Deputy Executive Engineer, PRI Sub-Division, Eluru
Assistant Executi PRI, Eluru
mount Rs. 7.50 Lakhs Rate
Amount
9
10
123.92
7663
8409.54
12110
7915.44
26200
7754.61
15819
3385.11
12796
279.33
18383
93.58
20984
749.34
10693
141.69
4567
103.43
5534
34.18
4335
48102.00
118331
198.00
2970
132.00
1320
698.00
698
380 00
760
1582.00
1582
430.00
430
1455.00
1455
443.00
886
Total
ve Engineer,
750000
DATA SHEET Name of the Work : Construction of Gopalamitra building at T.Gokavaram Estimate Amount Rs. 7.50 Lakhs Sl. No. 1
Index-code
Description
2
3
Unit Quantity Rate Rs. 4
5
6
Amount Rs. 7
B)CIVIL WORK:1
RBRFNDN-1
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H Ordinary soil Manual Means Upto 3 m depth Unit = cum Taking output = 10 cum a) Labour Mate day 0.00 320.00 Mazdoor (Unskilled) day 3.64 280.00 b) Material Sienorage charges Rate per 10cum = (a+b+c)
0.00 1019.20 220.00 1239.20
Sl. No.
Index-code
Description Sand (including 5% wastage) Seigniorage charges for Fine Sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total
5
6
BLDCSTN-1-6
BLDCSTN-1-7
Cement Mortar (1 : 5) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for Fine Sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total Cement Mortar (1 : 6) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) Seigniorage charges for Coarse Sand B. MACHINERY - Nil C. LABOUR: Man mazdoor for mixing mortar Grand Total
Unit Quantity Rate Rs.
Amount Rs.
cum cum
1.05 1.05
1382.19 40.00
1451.30 42.00
day
0.20
280.00
56.00 4045.30
288.00 1.05 1.05
5.20 1382.19 40.00
1497.60 1451.30 42.00
0.20
280.00
56.00 3046.90
240.00 1.05 1.05
5.20 1382.19 40.00
1248.00 1451.30 42.00
0.20
280.00
56.00 2797.30
kg. cum cum
day
kg. cum cum
day
Sl. No. 9
Index-code
Description
Unit Quantity Rate Rs.
Amount Rs.
BLD-CSTN-2-11 Plain Cement concrete M20 nominal mix using 20 mm HBG metal with Concrete mixture including cost and conveyance of all materials and all labour charges etc.complete Unit = 1cum A. MATERIALS: Cement Coarse aggregate 20 mm Fine aggregate (Sand) Seigniorage charges for C.A Seigniorage charges for F.A B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity C. LABOUR: st
Mason 1 class Mazdoor (unskilled) Water Charges 1% of Labour Rate per cum 10 BLDCSTN-2-13
kg cum cum cum cum
330.00 0.90 0.45 0.90 0.45
5.20 2203.51 1262.19 50.00 40.00
1716.00 1983.16 567.99 45.00 18.00
hour
1.00
417.40
417.40
day day
0.10 1.39
350.00 280.00
35.00 389.20 4.24 5175.99
R.C.C. M-20 Nominal Mix RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.
Sl. No. 13
Index-code
Description
Amount Rs.
Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils as per IS 2911 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete including for all depths and for finished item of work for piles of 450 mm dia for a depth of 4.5m including under-reaming of two bulbs A. MATERIALS : Nil B. LABOUR Mazdoor
14
Unit Quantity Rate Rs.
Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils as per IS 2911 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete including for all depths and for finished item of work for piles of 300 mm dia for a depth of 3.5m including under-reaming of two bulbs A. MATERIALS :
day
4.418
280.00
1236.90 1236.90
Sl. No. 16
Index-code
Description
Unit Quantity Rate Rs.
Amount Rs.
Supply and placing of the M20 nominal Mix Concrete corresponding to IS 456 with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, pouring concrete , curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including tremmy pumping, laying concrete, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work for BORED CAST-IN-SITU UNDER REAMED PILES including Bore pile stem and under ream bulbs Unit=Cum A. MATERIALS: 20mm HBG graded metal Sand Cement B. LABOUR: 1st Class Mason 2nd Class Mason Mazdoor (Both Men and Women)
cum cum Kgs
0.900 0.450 400.00
2203.51 1262.19 5.20
1983.16 567.99 2080.00
day day day
0.100 0.200 3 450
350.00 320.00 280 00
35.00 64.00 966 00
Sl. No.
Index-code
Description
Unit Quantity Rate Rs.
B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) hour capacity BASIC COST per 1 cum 21
22
23
1.000
417.40
Amount Rs.
417.40 6539.44
COLUMNS BASIC COST per 1 cum Centering charges Total
cum cum
1.00 1.00
6539.44 1376.00
6539.44 1376.00 7915.44
LINTELS IN BUILDINGS BASIC COST per 1 cum Centering charges Total
cum cum
1.00 1.00
6539.44 1514.00
6539.44 1514.00 8053.44
cum cum cum cum Kgs
0.900 0.450 0.90 0.45 400.000
2203.51 1262.19 50.00 40.00 5.20
1983.16 567.99 45.00 18.00 2080.00
day day day
0.067 0.133 2.500
350.00 320.00 280.00
23.45 42.56 700.00
hour
0.267
417.40
111.45
RCC SLABS, BEAMS A. MATERIALS: 20mm HBG graded metal Sand Seigniorage charges for C.A Seigniorage charges for F.A Cement B. LABOUR: 1st Class Mason 2nd Class Mason Mazdoor (Both Men and Women) B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity BASIC COST per 1 cum
5571.61
Sl. Index-code No. 28 BLD-CSTN-3-1
29 BLD-CSTN-3-1
Description
Unit Quantity Rate Rs.
Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd Class Unit = 1cum A. MATERIALS: Cement kg 36.00 5.20 Bricks traditional size 23 x 11 x 7 cms 2nd Nos 512.00 4020.84 Fine aggregate (Sand) cum 0.20 1382.19 Seigniorage charges for F.A cum 0.20 40.00 B. LABOUR: st day 0.24 350.00 Mason 1 class nd day 0.56 320.00 Mason 2 class Mazdoor (unskilled) day 1.89 280.00 Total
Amount Rs.
187.20 2058.67 276.44 8.00 84.00 179.20 529.20 3322.71
Brick Masonry in CM (1:6) with Bricks traditional size 23 x 11 x 7 cms 2nd Class for Basement Unit = 1cum A. MATERIALS: Cement Bricks traditional size 23 x 11 x 7 cms 2nd class Fine aggregate (Sand) Seigniorage charges for F.A B. LABOUR: st Mason 1 class nd Mason 2 class Mazdoor (unskilled) C. SCAFOLDING Access Scafolding charges per sqm (1cum/0.23m thick = 4.35sqm)
kg Nos
48.00 512.00
5.20 4020.84
249.60 2058.67
cum cum
0.20 0.20
1382.19 40.00
276.44 8.00
day day day
0.24 0.56 1.89
350.00 320.00 280.00
84.00 179.20 529.20
sqm
4.35
0.00
0.00
Sl. No.
Index-code
Description 1200 x 1200 mm(Double Shutter) Sal wood Labour, wrought and putup in position frame & shutters Top Tower bolts 100mm long(Aluminium) Bottom Tower bolts 100mm long(Aluminium) Butt hings with screws 75mm long (Aluminium)
Unit Quantity Rate Rs.
cum cum
0.081 0.081
56634.00 8659.00
4587.35 701.38
Nos Nos Nos
2 2 6
76.00 76.00 89.00
152.00 152.00 534.00
2 14.50 2
60.00 48.00 116.00
120.00 696.00 232.00 180 7354.73
Door handle 75mm long(Aluminium) Nos 16mm dia MS bars Kgs Deluxe window stay Aluminium Nos Sundries for hold fasts etc. Total for each window For Double shutter window of size 1350mm x 1200mm,the Area =
32
1.620 8102.82 8102.82
Rate = For double shutter window of size 910mm x 1350mm,the Area =
33
1.229 6475.72 6475.72
Rate =
34
Amount Rs.
Flush type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board BLD-CSTN-11-16 Type Faced on Both the sides with Teak Plywood on both sides (Schedule Item No. 301.) i
Single Shutter : 900 x 2000 mm Sal wood
cum
0 035
56634 00
1982 19
Sl. No.
Index-code
Description Flush Shutter 35mm thick (Vide relevant Labour, wrought and putup in position frame & Top Tower bolts 150mm long(Aluminium) Bottom Tower bolts 150mm long(Aluminium) Butt hings with screws 150mm long Aluminium Aldrop 250mm long Aluminium Door handle 125mm long Providing and fixing 1.5mm thick "Rajasri"PVC door cladding to flush door shutters.It should be pasted to new shutters with FEVICOL SOR 998.
Unit Quantity Rate Rs. sqm cum Nos Nos Nos Nos Nos sqm
Sundries for hold fasts etc. Total for each door For Single door of size 750mm x 2100mm
1.530 0.035 1 1 3 1 1 1.530
1206.00 8659.00 92.00 92.00 219.00 314.00 101.00 430.00
1845.18 303.07 92.00 92.00 657.00 314.00 101.00 657.90
178.05 6222.39 1.575 5706.09 5706.09
Rate = 36 BLD-CSTN-6-1
Amount Rs.
Ornamental Plastering with CM (1:3), 12 mm thick including cost and conveyance of all materials and all labour charges etc.complete Unit = 10 sqm A. MATERIALS: Cement Mortor (1:3) B. LABOUR: st Mason 1 class Mazdoor (unskilled)
cum
0.150
4045.30
day day
0.60 0.96
350.00 280.00
606.80 0.00 210.00 268.80
Sl. No.
Index-code
Description C. SCAFOLDING Access Scafolding charges Total per 10 sqm Total per 1 sqm
37 BLD-CSTN-6-1
sqm
10.00
0.00
Amount Rs.
0.00 1085.60 108.56
Floor Plastering with CM (1:3), 7 mm thick including cost and conveyance of all materials and all labour charges etc.complete Unit = 10 sqm A. MATERIALS: Cement Mortor (1:3) B. LABOUR: st Mason 1 class Mazdoor (unskilled) C. SCAFOLDING Access Scafolding charges Total per 10 sqm Total per 1 sqm
45
Unit Quantity Rate Rs.
cum
0.070
4045.30
day day
0.30 0.48
350.00 280.00
sqm
10.00
0.00
BLD-CSTN-7-6 Flooring with Edge-cut rectified ceramic tiles 7.3mm thick Ist quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.
283.17 0.00 105.00 134.40 0.00 522.57 52.26
Sl. No. 47
Index-code
Description
BLD-CSTN-7-6 Dadooing with decorated coloured back ground glazed tiles of 200mmx300mm size ,7.3mm thick Ist quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS: Decorated screen printed coloured back ground glazed tiles Cement for CM (1:3) for base coat Cement for slurry White cement Sand for CM (1:8) Seigniorage charges of sand B. LABOUR st
Mason 1 class Mazdoor (unskiled) Rate for 10 Sqm Basic Rate for 1 Sqm 38
BLD-CSTN-6-3 Plastering with CM (1:5), 12 mm thick including cost and conveyance of all materials
Unit Quantity Rate Rs.
Amount Rs.
sqm
10.10
612.00
6181.20
kg. kg. kg. cum cum
57.00 33.00 6.00 0.12 0.12
5.20 5.20 30.00 1382.19 40.00
296.40 171.60 180.00 165.86 4.80
day day
0.77 0.80
350 280
269.50 224.00 7493.36 749.34
Sl. Index-code No. 40 BLD-CSTN-8-25
41 BLD-CSTN-9-5
Description
Unit Quantity Rate Rs.
Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work Unit = 10 sqm A. MATERIALS: Cement Mortar 1:3 cum 0.21 4045.30 Water proof compound Lit 2.00 92.00 B. LABOUR st day 0.660 350.00 Mason 1 class nd day 1.540 320.00 Mason 2 class Mazdoor (unskiled) day 3.70 280.00 Total per 10 sqm Total per 1 sqm White washing two coats with whiting of approved quality to give shade after thoroughly brushing the surface to remove all dirt and of loose powdered materials including cost of all materials, labour and incidental such as scaffolding, lift charges etc., complete for item of work, but excluding conveyance charges of materials Unit: 10 sqm A. MATERIALS : Water based cement primer Gr-I Paint grade white lime for wash Gum, conjee water, or prickly pear juice including necessary fire wood
cum / kg cum / kg
Amount Rs.
849.51 184.00 231.00 492.80 1036.00 2793.31 279.33
an even remains charges finished
1.20
134.00
160.80
0.80
20.60
16.48 1.55
Sl. No.
Index-code
Description A. MATERIALS : Wood Primer B. LABOUR Painter--1st Class Painter--2nd Class Sundries including brushes, soap, putty etc.,
Unit Quantity Rate Rs.
L
0.700
day day
0.210 0.490 1.000%
135.00 400.00 320.00
Total cost for 10 sqm 44
Amount Rs.
94.50 84.00 156.80 3.35 338.65
BLD-CSTN-10-7 Painting, Priming Coat on New Iron Work Unit: 10 sqm A. MATERIALS : Red Oxide Primer B. LABOUR Painter--1st Class Painter--2nd Class Sundries including brushes, soap, putty etc.,
L
0.70
day day
0.210 0.490 1.000%
121.00 400.00 320.00
Total cost for 10 sqm 45 BLD-CSTN-10-12 Painting w ith Synthetic Enamel paints Two Coats - for New Wood Work A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per L British Paints (I) Ltd. Gr-I B. LABOUR Painter--1st Class day Painter--2nd Class day Sundries including brushes, soap, putty etc.,
84.70 84.00 156.80 3.26 328.76
1.200
0.360 0.840
230.00
400.00 320.00
276.00
144.00 268.80 6.89
Sl. No.
Index-code
Description
Unit Quantity Rate Rs.
Amount Rs.
B)ELECTRICAL WORK:49
BLD-ELEC-1-4 (b)
P.V.C. Conduit (Concealed) Supply and Fixing of 25mm dia 1.5mm thick PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary work and labour charges etc., complete.in slab Taking Output = 100 M a) Material 25mm dia 1.5mm thick PVC pipe U' Links 25mm dia 1,2,3 & 4 way deep Junction Box 25mm PVC bends Cement b) Labour charges : Skilled Electrician Semi skilled Electrician Helpers Sundries C) Cost for 100 RM Rate per Metre = C/100
100 M
1 2420.00
2420.00 80.00 288.00 72.00 260.00 800.00 640.00 560.00
100 Nos Each Each kg
2 12 12 50
40.00 24.00 6.00 5.20
day day day
2 2 2
400.00 320.00 280.00
5120.00 51.20
LEAD STATEMENT Name of the Work : Construction of Gopalamitra building at T.Gokavaram Estimate Amount Rs. 7.50 Lakhs
Sl. No.
Description of Material
Unit
1
2
3
Name of the Lead in Conveyanc Blasting Initial Cost Quarry KM e charges charges
4
5
6
7
8
Machine crushing charges
Loading& Unloading charges
9
Total Amount
12
1
Coarse Sand for Concrete
1.00 Cum Godavari
92.00
877.19
385.00
0.00
0.00
0.00
1262.19
2
Coarse Sand for filling
1.00 Cum Godavari
92.00
877.19
285.00
0.00
0.00
0.00
1162.19
3
Coarse Sand for Mortor
1.00 Cum Godavari
92.00
877.19
505.00
0.00
0.00
0.00
1382.19
3
Aggregates 10mm nominal size
1.00 Cum I.Pangidi
95.00
903.51
656.00
70.00
164.00
0.00
1793.51
4
Aggregates 20mm nominal size
1.00 Cum I.Pangidi
95.00
903.51
984.00
70.00
246.00
0.00
2203.51
5
Aggregates 40mm nominal size
1.00 Cum I.Pangidi
95.00
903.51
588.00
70.00
0.00
0.00
1561.51
6
Gravel
1.00 Cum Vegiwada
15.00
175.44
98.00
0.00
0.00
0.00
273.44
7
Bricks
1000 Nos. Munduru
12.00
230.44
3707.00
0.00
0.00
83.40
4020.84
8
Steel
1.00 MT
43000.00
0.00
0.00
0.00
43000.00
9
Cement
1.00 MT
5200.00
0.00
0.00
0.00
5200.00
1.Certified that the above leads are correct to the best of my knowledge
