Rehabilitation of Bhuna Sub Minor from RD 0-63700 including repair of intervening structures

Amount

Earth work in excavation by Mechanical means (hydraulic excavator) manul means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm in plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as direted by Engineer-in-charge. All kinds of soil HSR-4.12.1 @87/-

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. HSR 4.14.1

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 KM Derive HSR 4.33

Dismantling of brick work masonry in cement HSR 5.7.4

Demolishing cement concrete 1:4 :8 manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete or leaner mix (i/c equivalent cum design mix)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. HSR 5.25

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) HSR 6.1.2

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) HSR 6.1.6

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) HSR 6.1.8

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) HSR 6.14.1

Providing & Laying in all works above plinth and up to floor IV level M-15 grade plain cement concrete (cement content considered HSR- 6.22.2.2

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size): HSR 6.14.2

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and Shelves (Cast in situ) HSR 6.30.3

Demolieation Dry Bricks on edge paving Hsr Item No. 17.75

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR 6.33.6

Brick work with common burnt clay modular bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) HSR 7.20.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work elow plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) HSR 6.1.4

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing HSR 11.25.2

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means HSR 14.1

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including 10 mm cement plaster 1:5 slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.Manually in curved and side slope portion HSR 14.10.1.2. Drived

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including 10 MM plaster 1.5, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge.Manually in Bed HSR 14.10.1.1. Drived

Supply of APM Block

Filling expansion joints, with special impervious hot pour, 12.5 mm wide. HSR-14.18

Providing and laying dry brick on edge flooring in required pattern with bricks sqm 104 426 531 of class designation 10 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.HSR10.34

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if requiredjointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. 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 item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 600 MM :HSR 21.95.5

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge HSR 5.53.1

Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications kilometre stone HSR-34.37.3

Extra Allowance for form work Hsr Item no. 14.16.1

Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. HSR- 34.28

Laying of 150 micron polythene sheet. N S @ Rs. 0.13 per Sqm

Supply of 150 micron polythene sheet N S @ Rs. 150.00 per Kg

Credit of Dismanttaled Brick work

Credit of Steel Scrap

Credit of RCC Pipe NP-3 600 MM dia

The Tibba Dana Sher Co op L and C Society Ltd

Raghbir Singh Contractor