Renovation of Dharampur Bandh under Block - Narayanpur, District - Jamtara

Approved hire charge of (P&M) WRD, Jharkhand - Diesel pump per 10 H.P.(Part-A,page-82,PM-29)

Jungle Clearance in borrow area,building premises,flanks and slopes of the road canals and embakement 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…………..(Part-B ,7.1.2),(Part-A, 2.3(i)A)

Earthwork in stipping in all kinds of soil including moorum soil mixed with kankar,pebbles and boulder upto 300mm size and disposel of the same along with all organic materials ( beyond 50m away from the toe of the dam base in the country side) within intial lead of 150m. and all lifts as per specification and direction of E/I……… (Part-B,5.1.6.1)

E/W in exacavation in canal by the hydrulic excavator as per designed section in all kinds of soil , soil mixed with kankar,pebbles and boulders upto 300mm size and disposel of spoil 10 m with all lifts all compmete as per specification and direction of E/I.(Part-B,7.1.43.1)

E/W in exacavation in canal by the hydrulic excavator as per designed section in all kinds of soil . soil mixed with kankar,pebbles and boulders upto 300m size and disposel of spoil 500m with all lifts by tipper including construction and maintance of haul road all compmete as per specification and direction of E/I…… (Part-B,7.1.43.2)

Fine dressing of the canal banks or embankment and turfing with 75mm thick grass sods,obtained within lead of 150 m, including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I. (Part-B,7.1.42.1)

Extra for each lead of 150M over intial lead of 150M….(Part-B,7.1.42.2)

E/W in excavation of foundation trenches toe wall, spillway, head regulator, outlets, intake well etc. As per designed section in all mixed with kankar, pebbles and boulder up to 300 mm size and disposal of the same beyond 50 m away from edge of the trench with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I. (6.1.8)

Labour for laying fine sand or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc all complete as per specification and direction of E/I. (7.7.13)

Providing brick flat soling with designation 75 A bricks joints filled with coarse sand or approved quality including royalty and all taxes all complete as per specification and direction of E/I. (7.7.14)

Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix (1:2:4) in various components of dam and approved quality of sand of requisite F.M. Washed and screened (excluding cost of shutting of form works as well as reinforcement, it's cutting, bending, binding and placing ) but including necessary tools, plants and vibrating, curring royalty all taxes etc. complete job as per specification and direction of E/I. ( 5.3.6) (BCD 5.3.12)

Providing rough dressed random rubble stone masonary in C.M (1:4) in foundation with approved quality of coarse sand of requisite F.M washed and screened its removal wherever required royalty and all taxes etc. Complete job as per specification and direction of E/I. (7.4.10) (part-A, 4.28)

Supply of 250 mm dia NP 2 hume pipe collor E/I ( M300)

Labour for laying filling and fixing NP2 hume pipe 250 m dia with collors in line level and grade as well providing approved jointing materials and joint properly fitted to make the water proof complete job as per specification and direction of E/I. ( 7.6.1.2)

Providing 25 mm thick plaster (1:4) with approved quality of sand of requisite F.M washed and screened including curring scaffolding where required and it's removal royalty and all taxes etc. Complete job as per specification and direction of E/I. ( 7.5.5) (Part-A, 3.12)

Providing shuttering including shuttering proping etc and its removal do…. Do as per E/I (5.3.17 part-b)

E/W in filling foundation trenches of back filling of masonary structure with suitable earth in layer not exceeding 150 mm wall watered rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 m and initial lift of 150 m complete job as per specification and direction of E/I. ( 6.1.16)

Carriage of materials Cement( 10 p + 2 k)

Sand ( 18 p + 2 k)

Stone Chips ( 8 p + 2 k)

Stone Boulder (8 p + 5 k)

Bricks (0 p + 2 k) (677x0.248x0.121x0.070= 1.42 cum)

Hume pipe 250 mm dia ( 95 p + 2 k) ( 20x0.065=1.30 t)

Provision of GST @ 12%

Add 1% Labour Cess

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