Providing WSS to Village Hadwani to Chaili Draman Fagot Sishan-Di-Bei in GP Raipur in Tehsil Bhattiyat Distt Chamba HP SH Construction of RCC Storage Tank of 12000 Ltr Capacity at Node No 2 providing barbed wire fencing around the storage Tank and p

Amount

Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in fland/soft rocks, chiselling/wedgeing out of hard/soft rack including dewatering in saturated soil upto all leads and lifts stacking the excavated soil/materials not more than 3 metres clear from the edge of excavation and then returning the stacked sail in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer in Charge

Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Chorge

Providing and laying cement concrete work 1: 1.50:3 (1 cement: 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of farm work and reinforcement for reinforced concrete work in

Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge

Wall (any thickness out not less than 0. 10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge

Providing form work with steel plates 3.15 milimetre thick welding with angle iran in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ reinforced concrete and plain concrete work in

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.

Providing form work of ordinary timber plankings so as to give a rough finish including centering, shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililing not exceeding 4 metres and removal of thesame for insitureinforced concrete and plain concrete work in;-

Arches up to 6.00 metres spon within all leads and lifts as per the direction and to the entire satisfaction of Engineer-inCharge

Providing in RCC. work smooth finishing of the exposed surface with cement mortar 1:3 (One Cement. Three Sand) in bottom dome within all leads and lifts as per the direction of Engineer-in Charge.

Providing and laying cement concrete work 1:2:4 (Icement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in-

Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Chorge

Arches upto floor to level within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge

Steel work welded in built-up sections, trusses and framed work including cutting housting, fixing in position and applying a priming coat of red lead paint. in gratings, framed guard bars, ladders, railngs, brackets and similorswork within all leads and lifts as per the direction of Engineer-in-Charge

Laying, jointing & testing in trenches galvanised mild steel tube, tube fitting (light grade)(earth work in trenches to be measured and paid for separately) including entire carriage of materials within all leads and lifts as per direction of Engineer in Charge of the following naminal bores.

50 mm dia nominal bore

Providing and fixing of cast iron Sluice Valves for water works purpose PN 1.6 variety: PD, (with hand wheel) complete as per IS: 780-1984 class of following diameter including brass spindle and as per IS: 2906 class-II with nuts, bolts, rubber insertion etc. within all leads and lifts as per the direction of Engineer-in-Charge.

Outlet pipe 50 mm dia

Scour pipe 50 mm dia

Constructing chamber for sluice valve with C.I. Surface box 100 mm top dia 160 mm bottom dia & 180 mm dia deep (inside) with chined Lid R.C.C. Top 1:2:4 mix (1 cement:2sand:4 graded storn aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 mix (1cement 5 Sand: 10 graded stone aggregate 40 mm dia nominal size) & inside plastring with cement mortar 1:3 (1 cement:3 sand) finishing with a floating coat of neat cement including curing complete 600x600x750 mm inside size with 150 mm thick walls of RCC 1:2:4 (1:cement 2 sand :4 graded storie aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm ceters both ways with in all leads and lifts as per the direction of Engineer-In Charge).

Prov. & fixing SFRC Main hole cover with frame & locking arrangement having frame size of 500mm internal dia should not be less than 100 kg.

Providing and fixing 2.40 mtr heigh fencing with MS angles post 65x65x6mm of total height 2.90 metre @ 2.50 mtr. centre to centre with 9 nos horizontal lines and two diagonals of galvanised steel barbed wire (IS 278-1962 Type 1) total weight 9.38 Kg.per 100 metres (minimum) including earth work cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone agg. 20mm nominal size) and curing complete within all leads and lifts as per the direction of Engineer-in-Chorne

Steel work welded in built-up section, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in beams joists channels, angle cleats as in main and cross beam, hip and jack rafters, purlins connected to common rafters, steel gate and like within all leads and lifts as per the direction of Engineer-in-Charae.( For Gate)

Providing and fixing M.S. pressed but hinges with necessary screw 125x65x2.12 mm with in all lead and lifts.as per direction of Engineer in Charge.

Providing and fixing oxdized M.S. sliding door bolts with nuts and screws etc. complete 300x16mm within all leads and lifts as per the direction of Engineer-in-Charge

AJEET (BID ID -578955)

RAVI DUTT (BID ID -578979)

ROHIT VERMA (BID ID -579008)