Construction of Rampurghat to Manpur Deora Guruwala Singhpura road Km. 0/0 to 8/415.

Amount

Earth work in excavation for strucuture as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materilas and disposal up to any leads, dressing of sides and bottom and back filling in treanches with excavted suitable materials, .including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (one cement : three sand : Six graded stone aggregate 40mm.(forty milimetres) nominl size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications RCC grade M-20 (cement concrete 1:2:4(one cement : two sand : four graded stone aggregate),incuding all leads,lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

Providing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and technical specifications, R.C.C grade M 25(cement concrete 1:1.5 :3(one cement : one point five sand : three graded stone aggregate) including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing tor steel reinforcement including bending, binding and placing in position complete, including all leads, lifts and carriage of materials, asper the entire satisfaction of Engineer-in-charge.

Providing drainage spouts complete as per drawings and technical specifications clause 1209, including all leads, llifts and carriage of materials, as per the direction of Engineer-In-charge.

Construction of RCC raililng of M30 Grade in situ with 20mm.(twenty milimetres)nominal size aggregate true to line an grade, tolerance of vertical RCC post not to exceed 1 in 500(one in five hundred), center spacing between vertical post not to exceed 2000mm(two thousand milimetres),leaving adequate spacing between vetical post for expansion, complete as per approved drawings and technical specification, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Backfilling behind abutments wing walls and return walls complete as per drawings and technical specifications with Granular material, including all leads, lifts and carriage of material, as per the entire satisfaction of Engineer-in-chcarge.

Providing weep holes in brick masonry / stone masonry / plain / reinforced concrete abutments, wing walls, return walls with 100 mm dia PVC pipes extending through the full width of the structure with slope of 1 : 20 (one : twenty) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Painting on concrete surfaces (providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1(one ) litre for 2 sq.m.(two square metres),including all leads, lifts and carriage of material, as per the entire satisfaction of Engineer-in-charge.

Providing and laying burried expansion joints expansion gap being 20mm (twenty milimetres) covered with 12 mm(twelve milimetres) thick 200 mm(two hundred milimetres) wide galvanised wieldable structural steel plate as per IS 2062 placed symmetrical to centre line of the joint resting freely over the top surface of the deck concrete welding of 8 mm(eight milimetres) dia 100 mm(hundred milimetres) long galvanixed nails spaced 300 mm(three hundred milimetres) centre to centre along the centre line of the plate all as specified in clause 2604 including all leads and lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and filling joint sealing compound as per drawing and technical specifications with coarse sand and 6% (six percent) bitumen by weight including carriage of materials within all leads, including all leads, lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

MITHLESH CHAUHAN

RAKESH KUMAR

SATISH KUMAR

PREM TOMAR

CHAUDHARY BROTHERS

rakesh