Construction of link road from Old Post Office to village Drang Ward No-5 (Ganesh Colony) at Jawalamukhi in Distt. Kangra (H.P.). (DEPOSIT WORK)

Amount

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metres) on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m (fifty meters), dressing of sides and bottom and backfilling in trenches with excavated suitable material as directed by the Engineer-Incharge, including carriage of materials within all leads lifts and other incidentals.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering plain cement concrete 1:3:6 (One Cement : Three coarse sand : Ten graded stone aggregate 20 mm (Twenty millimetres) nominal size complete as per drawing and HP.PWD technical specifications and as directed by Engineer-Incharge including carriage of material within all leads, lifts and other incidentals.

Providing concrete for plain/reinforced concrete in substructure including the cost of centering and shuttering complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 in 1:2.5:5 (One cement : Two and half sand : five graded) broken/crushed stone aggregate 20mm (Twenty millimeters) nominal size PCC grade M-15 (M-Fifteen), as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8, granular material complete as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying concrete for plain reinforcement concrete/sub structure in Bed block including the cost of centering and shuttering as per drawing and technical specification clauses 802, 803, 1202 and 1203 PCC Grade (M-25) (M-twenty five) nominal mix 1:2:4 (One cement : Two sand : Four graded/crushed stone aggregate) 20mm (Twenty millimetres) thickness as per HPPWD technical specification and as directed by the Engineer-Incharge including carriage of materials within all leads and lifts and other incidentals.

Supplying, fitting, and placing HYSD bar reinforcement in Substurcture/ superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, including entire carriage of materials within all leads and lifts and other incidentals.

Providing and laying concrete for plain reinforcement concrete/sub structure in deck slab including the cost of centering and shuttering complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 PCC Grade (M-25) (M-twenty five) nominal mix 1:1.5:3 (One cement : One and Half sand : Three graded/crushed stone aggregate) 20mm (Twenty millimetres) thickness as per HPPWD technical specification and as directed by the Engineer-Incharge including carriage of materials within all leads and lifts and other incidentals.

Providing and laying concrete for plain reinforcement concrete in open foundation including the cost of centering and shuttering complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 PCC Grade (M-20) (M-twenty) nominal mix 1:2:4 (One cement : Two sand : Four graded/crushed stone aggregate) 20mm (Twenty millimetres) thickness as per HPPWD technical specification and as directed by the Engineer-Incharge including carriage of materials within all leads and lifts and other incidentals.

Providing and laying reinforced cement concrete grade M-30 (M-thirty) including the cost of centering and shuttering and curing complete in wearing course including reinforcement complete as per drawing and technical specification clause 800 and 1206.3 including entire carriage of materials within all leads, lifts and other incidentals.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:5:10 (One cement : Five coarse sand : Ten graded stone aggregate 40 mm (Forty millimetres nominal size) as per drawing and HP.PWD technical specifications and as directed by Engineer-Incharge including carriage of material within all leads, lifts and other incidentals.

Construction of reinforced cement concrete mechanically mixed and vibrated, railing of M-25 grade ( M twenty five), nominal mix 1 : 1 ½ : 3 [ One cement : one and half sand : three graded crushed stone aggregate ) 20 mm ( twenty millimeter) nominal size] and curing complete, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 ( One in five hundred) centre to centre spacing between vertical post not to exceed 2000mm ( two thousand millimeter) including the cost of reinforcement and form work as per drawing and M.O.R.D. technical specifications clause 800, 900 and 1208.3 complete as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental.

RAJ KUMAR

Shubham Dadwal

Ashok Kumar