Re-Construction of VR Bridge at RD 21778 of Kaithal Drain

Amount

E/work excavation in cutting in all type of soil i/c all lead & height with av. lead 60 mtr. {HSR item No.6.2 (b) C (i) 6.3 (i) (586.60 +6 x 22.65 + 45.90) + 425% = 4034.10 per 100 Cum.

Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonr, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. HSR item No. 6.6. @ Rs. 1108.10 + 425% = 5817.52 per 100 cum

Design Mix cement conc. M-15 with minimum cement contents 240Kg./cum in foundation & plinth. HSR item No.10.64 @ Rs. 665+450% = 3657.50 per Cum. A&C slip No. 34 dated 06/12/2019

Design Mix C.conc of grade M-25 with minimum cement contents 330 Kg./cum in foundation & plinth. HSR item No. 10.66 @ Rs.791.00+450% = 4350.50 per Cum. A&C issued slip No. 30 dated 25/10/2019

Design mix C. conc. of grade M-25 with minimum cement contents 330 Kg./cum 1st storey upto 4 mtr. ht. above plinth level. HSR item No. 10.73 @ Rs.797.00+450% = 4383.50 per Cum. A&C issued slip No. 30 dated 25/10/2019

First class brick work laid in cement sand mortar 1:3 in foundation and plinth. HSR item No.11.5 @ Rs. 461.40+650% = 3460.50 per Cum. A&C issued slip No. 26 dated 25/10/2019

First class brick work laid in cement sand mortar 1:3 in super structure. HSR item No. 11.10 @ Rs. 482.40+650% = 3618.00 per Cum. A&C issued slip No. 26 dated 25/10/2019

Providing & laynig in position machine batched and machine mixed design mix M-20 (with minimum cement content 300 Kg. per cum) Grade cement concrete for RCC work HSR 10.65 + Extra for first storey upto 4 mtr.

Providing & fixing premoulded bituminous joint filler, for expansion joints, inculding cast of sealing compound and primer coat 25mm with for expansion joint including the cost of sealing compound and primer coat. HSR item No.24.35 (ii) @ Rs.(3.75+350%) = 16.87 per Meter.

Making drain holes in slab. (N.S. item). @ Rs. 200.00 per Each.

Extra for Profile wall. @ Rs.5.30+650% = 39.75 per cum. HSR No. 11.45 (a) A&C issued slip No. 26 dated 25/10/2019

Making weep holes (N.S. item) @ Rs.108.21 per Each.

Centering and shuttering for slab culverts exceeding 3 metres up to 6 mtr. span. HSR item No. 9.18 (b) @ Rs.52.20+400%=261.00 per Sqm.

Centring and shuttering with steel shuttering for faces of walls, partitions, retaining walls, well steining and the like(vertical or battering) including attached pilasters,buttresses etc. HSR item No.9.5 & note (II) (b) @ Rs.(54.85+2x0.6)+400%= 280.25 per sqm.

Shuttering with steel shuttering for faces of foundation concrete foundation and foundation beam (vertical or battering). HSR item No.9.13 @ Rs.30.65+400% = 153.25 per Sqm.

Sand filling under floor and in wells of bridge foundation including handling with in 100 mtr. HSR item No.14.83 @ Rs.3.43+600%=24.01 per cum

Providing and placing in horizontal layers filtering media screened, washed and cleaned Fourth Layer- Bajri(Coarse) screened and washed graded from 20mm to 25mm (from Ghaggar or approved equivalent quarry) HSR item No.28.50 (d) Rs.135.50+380% = 650.49 per cum

Design mix cement concrete of grade M-30 with a minimum cement contents 340 Kg/Cum in foundation and plinth. HSR item No.10.67 @ Rs.804.00+450% =4422.00 per cum. A&C issued slip No. 30 dated 25/10/2019

Restoration of road cut in level with the existing road surface, including preparation of sub grade laying and relaying of soiling and laying and consolidation of wearing coats to water bound macadam specification, and laying 20 mm thick premix carpet, on top including cost of tack and seal coat, complete in all respect HSR item No. 24.38 @Rs. 5247+350%=23611.50 Per 100 Sqm.

Extra for compaction of earth laying as per specifications, watering the earth laid in 25 cm layers with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density not less than 25% maximum dry density (ordinary protector test) HSR item No. 6.2 (g) (i)(iii) (-)6.3 (i) and 6.2 (g) (v) @Rs. [(68.10+32.50(-)45.90+425%)+ (225.00+135%)]=Rs. 815.92 per 100 Cum

Rehandling of earth HSR chapter No. 6 Note-II @Rs. (586.60x80/100)+425%=2463.72 per 100 cum

Steel reinforcement TMT bars Fe-500 (EQR) Fe-500 D grade or more for RCC, works, where not including in the complete rate of RCC including bending, binding and placing in position complete. HSR item No. 18.22 and A & C SLIP No. CZC-5 dated 03.07.2009 and A & C SLIP No. CZC-24 dated 04.09.2018. @ Rs. 927.05 + 500% = Rs. 5562.30 per Qtl. A&C issued slip No. 29 dated 25/10/2019

Dismantling of brick work masonry in cement. (HSR item No. 8.5 (b) @ Rs. 35.60+550% = 231.40 per Cum

Dismentelling reinforced cement concrete with clearing and straightening and cutting of bars if required. HSR item No.8.6 (e) @ Rs.108.05+550% = 702.33 per Cum.

Dismentelling of cement concrete plain 1:4:8 (Plain). HSR item No.8.6 (b) @ Rs.37.40+550% = 243.10 per Cum.

Dumping stone. HSR item No.23.39 @ Rs.8.00+500% = 48.00 per cum

Providing lowering cutting jointing and testing RCC pipe class NP3 900 mm dia pipe as per iS458-2003 with spigot and Socketed joints manufactured with ISI marked sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site. into trenches, for all depths and laying out the same to correct alignment, gradients and levels including dressing and trimming and cutting of concrete heds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 1/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item No. 29.38, 29.44, 29.45 & 29.46 including cartage, loading and unloading complete in all respect. HSR item No. 29.96 @ Rs. 3922.10 Per Mtr.

Dry brick-on edge paving sand grouter over 50 mm thick earth and mud plaster HSR item No. 14.20 @Rs. 38.70+600%=270.90 per sqm.

Supply and crrriage of stone boulder from approved quarry to site of work inlculding loading, unloading and stacking @ Rs.896.62 per cum.

Credit of dismantled brick work material @ Rs.540.80 per cum

Credit of steel scraps @ Rs.3000.00 per Qtl.

Credit of RCC pipe NP3, 900 mm dia @Rs. 3922.10x80%=3137.68

The Swami Ji Co-Op L and C Society Ltd., Jind

GODARA CONSTRUCTION COMPANY