Link road from Mundla to Tikka Dhar to link village and Amtrar Km 2/900 to 5/660 in Distt Kangra (HP)

Amount

Excavation in foundation, trenches etc. in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of excavation and then retuning the stacked soil in 15cm (Fifteen centimeter)layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth as directed by the Engineer-in-Charge, 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 1:3:6 (One Cement : Three coarse sand): Six graded stone aggregate 40 mm (Forty millimetre) nominal size) complete etc as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, including the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-15 (M-Fifteen) grade plain cement concrete (cement content considered @ 240 kg/cum)as per direction of the Engineer- in-charge including entire carriage of materials within all leads an d lifts and other incidentals.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm (One hundred millimetre) 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 per drawing and HP.PWD technical specifications, and as directed by Engineer-Incharge including carriage of material 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, 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 and laying reinforced cement concrete in sub-structure as per drawing and technical specifications Clauses 802, 1202 and 1204 (M-20) (M-Twenty) in cement mortar 1:2:4 (One Cement: Two Sand : Four graded/crushed stone aggregate 20mm (Twenty millimeter) nominal size) as per drawing and HP.PWD technical specifications, including entire carriage of materials within all leads, lifts and other incidentals.

Supplying, fitting, and placing HYSD bar reinforcement in 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 reinforced cement concrete M-25 (M-Twenty five) in super structure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 1:1½:3 (One Cement: One and half Sand: three graded /crushed stone aggregate 20mm (twenty millimeters) nominal size) including entire carriage of materials within all leads, lifts and other incidentals.

Providing and laying concrete for plain reinforcement concrete in open foundation 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) 40mm (Forty millimetres) nominal size as per drawing and HP.PWD technical specifications, and as per directed by the Engineer–Incharge including carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 with cement mortar 1:1:2 (One Cement: One Sand: Two graded /crushed stone aggregate 20mm (twenty millimeters) nominal size), including entire carriage of materials within all leads, lifts and other incidentals.

Providing and laying cement concrete for plain/reinforced concrete in open foundations in 1: 4: 8 (One cement: four sand : eight graded crushed stone aggregate 40mm (forty millimeters) nominal size complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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 excluding 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.

Providing and laying non-pressure NP2 class Reinforced Cement Concrete hume pipes 900mm (Nine hundred millimetre) dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (One cement : Two fine sand) including testing of joints etc; 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.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering 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.

tek chand

RANJNA DEVI

RAHUL SHARMA