Water Supply Works Tender Results

Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring, strutting, planking, timbering wherever required, stacking the useable or unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying, jointing, testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.

Making of ferrul connection in 50 to 200 mm dia distribution main with saddle piece, service convections, fittings, and fixing lof brass ferrule of 15mm size including tapping the main and cost of bailing out of water The above work includes necessary dismantling and reinstatement of CC/Bituminous/BOE/CC Files/Kuccha road,excavation including stacking of servecable materials and disposal of unservicable materials with in municipal/village habitation limits as per direction of E/I. its also includes supply, carting, laying and jointing/fitting of 2.50m (PE-80,PN-12.50)20MM DIA (od) hdpe PIPE 5.50M G.1. Pipe medium quality, HDPE/G.I spacials & fittings as reqwuired to complete the work (for PVC/HDPE/DI/AC dia of existing pipe upto 200 mm) 1 No. HDPE adepter and 1 No. tap/stop cock 15 mm dia with 1 No. G.1. union along with all

Providing Laying & jointing in trenches 4.00 kg.F/ cm2 working pressure polythiene pipes high density conforming to IS:4984-1995 (PE - 80 grade) PN-4 complete with special flange compression type fittings. (Earth work in trenches to be measured & paid for separately) within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge.

Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER