Linking of pond at village Goh with Lalheri Minor to augment Ground Water table by using Canal Water under Bhakra Main Line Canal and Ground Water Division.

Amount

Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. Depth not exceeding 3m BGL. All kinds except rocky

Providing,Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISImarkedwith the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, joint in gand testing complete as per specifications. 160mmo/dPVCpipeof 2.5Kgf. /sqcm

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). Class PN-1 as per ISI 150mm i/d Sluice Valves flanged.

Earthwork in excavation in foundation trenches etc in all kinds of soil where pick jumper work is not involved and noty exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 mtrs.

cement concrete 1:4:8 manually mixed with stone ballast or shingle manual mixing

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth complete in all respects.

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.

12.5 mm thick cement plaster 1:4

Centering and shuttering for slab

Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 415 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding & bending and placing in position complete.

Cement conc.1:2:4 with stone ballast mixing by manual means

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design

Supply, installation, testing and commissioning of mechanical flow meter 150 mm dia at site as per given specifications including the cost of fitting such as tail pieces, D joints, nut and bolts

THE TH COOPERATIVE L/C SOCIETY LTD (BID ID -613603)