Renovation of Tarwa Ahar, Village- Soharkala, GP.- Pagar, Block-Simaria, Dist.-Chatra.

Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (5.1.3.1 PART B WRD , 2.02 PART A)

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of soil upto 10 m with all lifts all complete as per specification and direction of E/I. (7.1.43.1 PART B WRD)

Earth work in excavation in canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 500 M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (7.1.43.2 PART B WRD)

E/W in excavation of foundation trenches of toe wall,Spillway,Head regulator,Outlet,Intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar,pebbles and boulders upto 300mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with intial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. (5.1.14.1 PART B WRD)

Use rate of 10 H.P. Diesel Pump set for dewatering. ( PM- 29,PG - 83 PART B WRD )

Providing brick flat soling with designation 75B bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete job as per specification and direction of E/I. (5.6.3 BCD )

Providing and laying P.C.C./R.C.C. M-150 with nominal mix of (1:2:4) in various component of barrage foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3) washed and screened excluding cost of shuttering or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/l. (6.3.3 WRD PART B, 5.3.1.2 BCD PART B )

Providing rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sand of requisite f.m (2.5 to 3) washed and screened with raking out joints , curing, scafolding and its removal wherever required including royalty and all taxes etc. complete job as per specificition and direction of E/l. (5.4.8 PART B WRD, 4.28 PART A )

Providing rough dressed random rubble stone masonary in CM (1:4) in Superstructure with approved quality of coarse sand of requisite f.m (2.5 to 3) washed and screened with raking out joints , curing, scafolding and its removal wherever required including royalty and all taxes etc. complete job as per specificition and direction of E/l. (5.4.11 PART B WRD, 4.31 PART A )

Providing 25 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. (6.5.5 PART B WRD, 3.12 PART A )

Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I. (7.1.37 PART B WRD)

Earth work in filling foundation trenches or back filling of masonry structure with suitable earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l. (6.1.16 PART B WRD)

Providing shuttering including strutting, proping etc.and its removal after use in foundation work as per specifications and direction of E/I.(PART-B 5.3.17)

Supplying laying boulder in rock toe heel trenches of the dam as per design,drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.4 Part B WRD, 5.6.4 PART-A)

Supplying of 300 mm dia. NP2 RCC Hume Pipe with collar in line,level and grade as per code I.S.S 458-1971(V) ( PG-84, M-300 PART B WRD)

Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing material and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. ( 300 mm Dia.) ( 7.6.1.3 PART B WRD )

Providing and laying P.C.C./R.C.C. M-200 with nominal mix of (1:1.5:3) in various component of dam superstructure with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3) washed and screened excluding cost of shuttering or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/l. (5.3.11 WRD PART B, 5.3.9.1 BCD )

Providing M.S. Reinforcement(TOR Steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per specification and direction of E/I. 8 mm TMT Fe500(only valid for SAIL and Tata Steel) . PARTB 5.3.15(i), BCD 5.5.4

Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification of E/I. WRD PART B 6.7.6

Cement -

Stone Chips -

Boulder -

Hume Pipe (300mm)

Brick

Goods & Services Tax (G.S.T.) @ 18%

Labour Cess @ 1%

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