C/O Bhaghyanghat Lana Miun Bongli Khech road Km. 0/0 to 10/0 (SH C/O 4.00 mtr. span RCC slab culvert at RD 3/0 from Bongli Khech side).

Amount

Earth work in excavations for structure as per drawing and technical specifications clause 305.1 (Clause ThreeHundred Five point One) including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, (Fifty metre) dressing of sides and bottom and backfilling in trenches with excavated suitable material in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and laying Plain Cement Concrete M-10 (M-Ten) nominal mix 1:3:6 (One cement: three sand: six graded crushed stone aggregate 40mm (Forty) millimeter nominal size) mechanically mixed and vibrated in sub structure or similar works complete as per technical specification clause- 802, 803, 1202 and 1203. thourgh all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and laying concrete for Plain/ reinforced Cement Concrete RCC grde M-20 (M-Twenty) nominal mix 1:2:4 40mm( one cement: two sand: four stone agreegate) forty milimetre size in open foundation complete as per drawing and technical specification Clause 802, 803, 1202 & 1203. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Furnishing/Placing Reinforced/Prestressed cement concrete in open foundation as per drawing and technical specification PCC grade M25 (1:1.5:3)up to 5.00 Mtr. hieght . in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Suppyling fitting and placing MS bar reinforcement in open foundation complete as per drawing and technical specifications. Clause 1000 and 1202 including all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and laying concrete for Plain/ reinforced Cement Concrete RCC grde M-20 (M-Twenty) nominal mix 1:2:4 20mm( one cement: two sand: four stone agreegate) forty milimetre nominal size in Sub-Structure up to 5.00 Mtr. hieght complete as per drawing and technical specification Clause 802, 804, 805, 806, 807 , 1202 & 1204. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Providing and Laying concrete for plain/reinforced concrete nominal mix 1:4:8 (One cement isto Four sand isto Eight graded hard stone aggregate forty millimetres nominal size) with 15% (Fifteen percent) plums and curing complete including the cost of form work for plain/reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 ( one hundred fifty to three hundred) millimetres as per drawing and HP.PWD. specification of 1990 Volume-I, including carriage of all labour, equipment and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (One Hundred milimeter) dia PVC pipe extending through the full width of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7 (Clause - Six hundred Fourteen, Seven hundred Nine, One thousand Two hundred Four point Three point Seven) ),including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material and as per direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Stone masonary work in cement mortar for substructure complete as per drawing and technical specifiation clause 702, 704, 1202 and 1204 in random rubble masnory in cement mortar 1:6 all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Chander Mohan

Paramjeet kaur Govt. Contractor

Geeta Ram

Bhaskar Dutt

Arun Kumar Tomar

Pankaj

V2N CONSTRUCTION