Tender for the work of laying feeder main 150mm dia and 100mm dia water supply line at Punyabhoomi layout 6th and 6th Main Road,ward no.06,Kalkere GBA east,coming under Horamavu Service Station of AEE-E-1-2 subdivision-General

Labour charges for laying & jointing of DI pipes of all classes rolling and lowering into trenches, laying true to line, level and perfect linking at joints and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of pipes,rubber gasket and specials) with rubber gaskets including cleaning the sockets and spigot ends with saop solutions and applying soft soap to the spigot and socket end before insertion of rubber gaskets, jointing and fixing in perfect conditions including the cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS etc. with all leads and lifts (Earth work excavation in trenches,conveying of materials from stores to be measured and paid for separately) (Contractor will make his own arrangements for procuring water for testing) etc. complete - 100mm dia

same as above for 150mm dia

Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete - 100mm dia

same as above for - 150mm dia

Providing Ductile Iron Push on special confirming to IS 9523:2000 - 100mm diameter 11.25degree

Providing Ductile Iron Push on special confirming to IS 9523:2000 - 100mm diameter 22.50degree

Providing Ductile Iron Push on special confirming to IS 9523:2000 - 100mm diameter 45degree

Providing Ductile Iron Push on special confirming to IS 9523:2000 - 100mm diameter 90degree

Providing Ductile Iron Push on special confirming to IS 9523:2000 - 150mm diameter 11.25degree

Providing Ductile Iron Push on special confirming to IS 9523:2000 - 150mm diameter 22.50degree

Providing Ductile Iron Push on special confirming to IS 9523:2000 - 150mm diameter 45degree

Providing Ductile Iron Push on special confirming to IS 9523:2000 - 150mm diameter 90degree

Providing Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged MJ COLLAR - 100.00 mm

Providing Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged MJ COLLAR - 150.00 mm

Providing Ductile Iron Push on special confirming to IS 9523:2000 -Double Socketed with flanged Branch D.I. Un-Equal Tees 150mm X 150mm X 100mm

Providing Ductile Iron Push on special confirming to IS 9523:2000 - Socketed D.I. Equal Tee - 100mm x 100mm x 100mm

Providing Ductile Iron Push on special confirming to IS 9523:2000 - Socketed D.I. Equal Tee - 150mm x 150mm X 150mm

Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Socketed D.I. Reducers / Tapers 150mm x 100mm reducer

Providing, fabricating and fixing at site various diameter MS MJ ends with dummy plates (END CAPS) to suit CI / DI spigots end as per the sketch. The cost is inclusive of all materials, i.e, rubber 'O' rings, flanges, bolts and nuts, dummy plates, consumables, hire charges, tools and welding equipments, lead and lifts, etc. complete as per the instructions of Engineer in charge - For CI / DI pipes of 100 mm dia

same as above for 150 mm dia

Providing Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged Socketed, D.I. Flanged Spigot, MS End Plates - D.I. Flanged Socketed 100.00 mm

Providing Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged Socketed, D.I. Flanged Spigot, MS End Plates - D.I. Flanged Socketed 150.00 mm

Providing Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged Socketed, D.I. Flanged Spigot, MS End Plates - D.I. Flanged Spigot 100.00 mm

Providing Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged Socketed, D.I. Flanged Spigot, MS End Plates - D.I. Flanged Spigot 150.00 mm

Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately II- By Mechanical Means A. Bituminous course

Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m

Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Spreading of Stone Dust : Supplying and providing stone dust in the station yard or wherever required including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer-in-charge of works as per the standard procedure

Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.

Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump. 10 Hp

Generator 100 KVA

Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with. Shoulder Drain Foundation (lum sump) qty

Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). Shoulder Drain

Conveyance including loading and unloading per quintal for distance upto 5.00 KM Upto 25Km