imella of Eluru(M)
SPECIFICATION REPORT Name of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M) Estimate Amount Rs. 11.00 Lak As per the instructions of the higher authorities,proposal estimate is prepared fo the work"Construction of Compound wall for RTO office at Chodimella of Eluru(M)",Est.Cost.Rs.11.00 l As per the requirement given by the transport officials,estimate is prepared for construction of compound wall for a length of 271.20m as per the plan enclosed. The estimate for the above work is prepared with the following provisions:Foundation:a)375mm dia DUR piles for a depth of 3.75m---2 Nos b)230mm dia DUR piles for a depth of 2.50m---89 Nos Super Structure:c)Columns of size 0.23x0.23m---89 Nos d)Columns of size 0.3x0.3m---2 Nos for Main gate e)RCC beam for Name board Finishings:f )Plastering with CM(1:5)---12mm thick for compound wall g)Snowcem painting to compound wall&gate Accessories Main gate is proposed with Mild steel
Further lump sum provisions are made in the estimate for the following items:1)Provision for VAT @ 4.00% 2)QC charges @ 0.5%
s
khs
DETAILED CUM ABSTRACT ESTIMATE Name of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M) Estimate Amount Rs. 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 plinth beam alround
2
1
1
271.20
0.23
0.15
Unit
Rate
7
8
9
9.36 9.36
cum
111.18
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 SUR Piles of 230mm dia--2.50m 1 depth DUR Piles of 375mm dia--3.75m 1 depth
3
x
Quantity
x
89
-----
-----
-----
89
No
1278.02
x
2
-----
-----
-----
2
No
5780.75
Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal for finished item of work for Foundations and Flooring Bed (APSS No. 402)(RSSR) For plinth beam alround
1
x
1
271.20
0.23
0.15
9.36
Sl. Description of Item No. 1 7
8
Length (m)
Width (m)
Thickne ss (m)
2 3 4 5 6 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)
Quantity
Unit
Rate
7
8
9
3.350 3.350
MT
44472.50
114.15 -1.67 -8.62 103.86
cum
2810.94
400.000
Kg
61.15
1223.11 -17.90 1205.21
sqm
80.96
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) For Compound wall alround Deduct Gate opening Deduct Columns
9
No
1 1 1
x x x
1 1 89
271.20 3.97 0.23
0.23 0.23 0.23
1.83 1.83 1.83
Cost,fabrication,supply and fixing charges of MS Iron grills of any design including cost of materials,welding charges,transportation and fixing charges etc.complete For Main gate
10 Plastering 12mm thick in CM(1:5) including cost and conveyance of all materials and all labour charges etc.complete for Compound wall For Compound wall alround Deduct Gate opening
1 1
x x
1 1
271.20 3.97
---------
4.51 4.51
Sl. Description of Item No. 1
2
Deputy Executive Engineer, PRI Sub-Division, Eluru
No
Length (m)
Width (m)
Thickne ss (m)
3
4
5
6
Quantity
Unit
Rate
7
8
9 Total
Assistant Executive Engine PRI, Eluru
11.00 Lakhs Amount
10
1041
113744 11562
Amount
10
148983
291944
24460
97574
Amount
10 1100000
er,
DATA SHEET Name of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M) Estimate Amount Rs. 11.00 Lakhs Sl. Index-code No. 1 2 1 RBRFNDN-1
2
BLDCSTN-1-6
Description
Unit Quantity Rate Rs.
Amount Rs.
3 4 5 6 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 0.00 237.00 Mazdoor (Unskilled) day 3.64 196.00 Add MA@25% b) Material Sienorage charges Rate per cum = (a+b+c)/10 Rate per cum = (a+b+c)/10
220.00 1111.80 111.18
Cement Mortar (1 : 5) Unit : 1cum A. MATERIALS: Cement
1468 80
kg
288 00
5 10
7
0.00 713.44 178.36
Sl. No. 4
Index-code
BLDCSTN-2-13
Description
Amount Rs.
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. FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) 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) Add MA@25% B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity BASIC COST per 1 cum
5
Unit Quantity Rate Rs.
SUR PILES---230mm dia BASIC COST per 1 No---2.5m depth Labour charges Add MA@25%
cum cum cum cum Kgs
0.900 0.450 0.90 0.45 400.00
1654.47 932.63 50.00 40.00 5.10
1489.03 419.68 45.00 18.00 2040.00
day day day
0.133 0.267 3.600
258.00 237.00 196.00
34.31 63.28 705.60 200.80
hour
1.000
345.00
345.00 5360.70
cum Hour
0.147 16.00
5360.70 24.50
788.02 392.00 98.00
Sl. No.
Index-code
Description Centering charges Total
9
10
11 BLD-CSTN-2-18
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) Add MA@25% B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity BASIC COST per 1 cum BEAMS BASIC COST per 1 cum Centering charges Total
Unit Quantity Rate Rs. cum
Amount Rs.
1.00
770.00
770.00 6341.05
cum cum cum cum Kgs
0.900 0.450 0.90 0.45 400.000
1654.47 932.63 50.00 40.00 5.10
1489.03 419.68 45.00 18.00 2040.00
day day day
0.067 0.133 2.500
258.00 237.00 196.00
17.29 31.52 490.00 134.70
hour
0.267
304.50
81.30 4766.52
cum cum
1.00 1.00
4766.52 1375.00
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded Unit = t (a) Material HYSD bars including 5 per cent for overlaps t 1.05 40000.00 and wastage Binding wire kg 6.00 52.00 (b) Labour for cutting, bending, shifting to
4766.52 1375.00 6141.52
42000.00 312.00
Sl. No. 13
Index-code
Description
Unit Quantity Rate Rs.
Amount Rs.
BLD-CSTN-6-3 Plastering with CM (1:5), 12 mm thick including cost and conveyance of all materials and all labour charges etc.complete Unit = 10 sqm A. MATERIALS: Cement Mortor (1:5) B. LABOUR: st
Mason 1 class Mazdoor (unskilled) Add MA@25% C. SCAFOLDING Access Scafolding charges Grand Total Total per 1 sqm 14 BLD-CSTN-10-5
cum
0.150
2539.06
380.86
day day
0.60 0.96
258.00 196.00
154.80 188.16 85.74
0.00
0.00 809.56 80.96
sqm
10.00
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 cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal walls Unit: 10 sqm Cost of Cement Primer kg 1.00 25.00 Ist class painter day 0.21 258.00 2nd class painter day 0.49 237.00 Add MA@25% Cost of water proof cement Paint of approved kg 3.50 35.00 quality B. LABOUR 1st class painter day 0.15 258.00 2nd class painter day 0.35 237.00 Mazdoor (unskilled) day 1.50 196.00
25.00 54.18 116.13 42.58 122.50
38.70 82.95 294.00
Sl. No.
Index-code
17 BLD-CSTN-107&12
18
Description
Unit Quantity Rate Rs.
Amount Rs.
Total cost for 10 sqm
526.76
Painting with Synthetic enamil paint Gr-I two coats over a primary coat of Red oxide primer for new iron work including cost and conveyance of all materlas and all labour charges etc.complete BLD-CSTN-10-7 BLD-CSTN-10-12 Total cost for 10 sqm
278.65 526.76 805.41
Cost,fabrication,supply and fixing charges of MS Iron grills of any design including cost of materials,welding charges,transportation and fixing charges etc.complete Cost of Mild Steel sections Kg Labour charges for fabrication of grills Kg Labour charges for fixing of grills Kg Add MA@25%
Deputy Executive Engineer, PRI Sub-Division, Eluru
1.050 1.000 1.000
38.00 14.00 3.00
Assistant Executive Engineer, PRI, Eluru
39.90 14.00 3.00 4.25 61.15
LEAD STATEMENT Name of the Work : Construction of Compound wall for RTO office at Chodimella of Eluru(M) Estimate Amount Rs. 11.00 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 9
Total Amount
12
1
Coarse Sand for Mortor
1.00 Cum Rajahmundry
105.00
712.63
220.00
0.00
0.00
932.63
2
Coarse Sand for filling
1.00 Cum Rajahmundry
105.00
712.63
70.00
0.00
0.00
782.63
3
Aggregates 10mm nominal size
1.00 Cum I.Pangidi
76.00
529.47
560.00
70.00
140.00
1299.47
4
Aggregates 20mm nominal size
1.00 Cum I.Pangidi
76.00
529.47
844.00
70.00
211.00
1654.47
5
Aggregates 40mm nominal size
1.00 Cum I.Pangidi
76.00
529.47
500.00
70.00
0.00
1099.47
6
Gravel
1.00 Cum Vegiwada
15.00
125.79
50.50
0.00
0.00
176.29
7
Bricks
1000 Nos. Local
6.00
272.00
3100.00
0.00
0.00
3372.00
8
Steel
1.00 MT
40000.00
0.00
0.00
40000.00
9
Cement
1.00 MT
5100.00
0.00
0.00
5100.00
1.Certified that the above leads are correct to the best of my knowledge 2.The above work spot lies within 12 Km from Muncipal Corporation Boundary
Deputy Executive Engineer, PRI Sub-Division, Eluru
Assistant Executive Engineer, PRI, Eluru
