Laying Of Pipe Line in Engineers Enclave Under Pithuwala Division

Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. HDPE Pipe P.E. 80 for allowable Pressure 10 Kg/cm2

Dismantlingof flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Bituminous Courses

Granular Courses

Dismantling of cement Concret e Pavements as per technical specification Clause 202. Dismantling Cement Concrete Pavements by mechanical means using Pneumatic Tools breaking to pieces not exceeding 0.02 Cum in Volume and Stock piling at designated locations and disposal of dismanteled materials upto a lead of 1000m, Stacking servicable and unservicable materials Saperately (DSR 2023 15.2.1)

Excavation in soil mix with boulders etc. requiring the use of specials T&P, if any, for pipe ine trenches including Lift Upto 1.5M and Lead upto 30 meter with backfilling, Watering, Ramming of Excavated Earth in the trenches

Lowering into trenches with true to alignment, Laying of MSERW pipes grade Yst210, Confirming to IS:1978-1982, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivqlent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipeline etc complete.

150mm dia 4.8 mm thick

200mm dia 4.8mm thick

250mm dia 4.8mm thick

Laying and Providing Sand bedding of Coarse and Fine Sand in trench section for HDPE Pipe.

providing and fixing C.I. D/F Sluice Valves Confirming to IS:14846-2000 in position etc Gate valves (Class-I) as per I S 778/1997

200 mm dia

250 mm dia

Constructing masonry Chamber 1.2x1.2x2.0 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing water Connection including ferrule connection, specials ,Labour, T&P etc complete

Repairing of Road by laying PCC 1:2:4 Cement, Sand and Graded Stone of 20 mm size.

C.C.Road

Inter Conection for new line to existing including all supply labour material in complete.

150 mm to 110 mm HDPE

150 mm to 90 mm HDPE

110 mm to 90 mm HDPE

90 mm to 75 mm HDPE

Vijay Prakash (BID ID -359822)