Renovation of Senpur MI Scheme under Block - Maheshpur, District - Pakur

E/W in excavation in canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulder upto 300 mm size and disposal of spoil upto 10 M with all lifts all complete as per specification and direction of Engineer In Charge (7.1.43.1 , P-138 ,WRD PART B)

E/W in excavation in canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulder upto 300 mm 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 Engineer In Charge. (7.1.43.2 , P-138 , WRD PART B)

Supplying of boulder of size 300 mm for pitching as per specification and direction of E/I. Page - 81 ,SL NO. 03 , M-018 , WRD PART-B = RS.450.00 , ADD C.P & H.C. @ 14.95% = RS.67.28 , ADD CARRIAGE = RS.192.66

Labour charge for pitching on apron slope of bank with stone boulder duly packed (uncrted) complete job (material within 150 M and all lifts as per specification and direction of E/I. (7.7.18 , page - 284 , WRD PART - B )

Provision of dewatering with 10 H.P diesel pump set including P.O.L .(SL.NO 10 , PM-29 , PAGE-83,WRD PART-B )

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained on a distance up to 50mtr. including all lift, leveling, ramming the foundation trenches, removing root of trees, shrubs all complete as per approved design, building specification and direction of E/I. (7.1.27 , P-136 , WRD PART-B)

Providing coarse clean Sand filling in foundation trenches or in plinth including ramming and watering in layers exceeding 150 mm. Thick with all leads including cost at materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(7.1.37 , P-137 , WRD PART-B)

Providing and laying Iin position cenment concrete of specified grade excluding the cost of centuring and shuttrring all work upto plinth level (1:2:4) 20mm nominal size ) as per dir. And sp. of E/I. Pg - 106/BCD (5.3.1.2)

Providing rough dressed ramdam rubble stone masonary in c.m. (1:4) in foundation with approved quality of coarse sand of requsite F.M . Washed and screened with racking out joints, curing, scaffolding and its removal where ever required including royallty and all taxes etc. complete job as per specification and direction of E/I (5.2.28, , P-204 , COMMON PART 'A' )

Providing rough dressed ramdam rubble stone masonary in c.m. (1:4) in superstructure with approved quality of coarse sand of requisite F.M(2.5 to 3.0) washed and screened with racking out joints, curing, scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I (5.2.31 , , P-204 ,COMMON PART 'A' )

Providing and laying in position cement concrete of specified grade 1:2:4 (1cement :2coarse sand (Zone-iii):4grade stone aggregate 20mm nominal size ) part -B , BCD -5.3.1.2 . PAGE 106

Supplying NP-2 R.C.C hume pipe 600 mm dia ….do …do….. All complete as per specification and direction of E/I. ( M 300 , SL NO. 16 , P-84 , WRD PART - B ) = Rs. 1260.00 , ADD CP 10 % = Rs. 126.00 NET PAY = RS. 1386.00

Labour for laying , fitting , and fixing NP2 RCC hume pipe 600 mm dia in line level and gdade as well as providing …..do … do.. Complete as per specification and direction of E/I. (7.6.1.5 , P-149 , WRD PART B )

Providing 25 mm cement plaster (1:4) with approved quality of sand of requisite F.M. washed and screened including where ever required and it's removal, royalty and all taxes etc. complete job as per specification and direction of E/I (5.7.12 , SL NO . 3.12, P-200, COMMON PART 'A' )

Earth work in filling foundation or back filling of mansonary structure with semi pervious of suitable earth in layers, not exceeding 150 mm thick, well waterd raned and fully compacted finely dressed with earth obtaining cutting from borrow pits with initial lead of 30 m and initial lift of 1.5 m as per specification and direction of E/I ( 6:1:16 , P-120 , WRD PART B )

Carriage of materials Cement + Steel

Stone Chips

Stone Boulder

Np2 Hume Pipe 600 mm dia

Provision of GST @ 12%

Add 1% Labour Cess