Construction of strom water drain and pumping station of Bestec park view residents palam vihar, Gurugram.

Amount

-Providing and Laying Separation membrane Sheet 125 micron thick imper able plastic sheet of approved quality of make IPCL, Shivalik or equivalent make, over the surface of DLC complete in all respects as per entire satisfaction of the Engineer-in-Charge.

-Providing and making sawcut longitudinal joints between two lanes including cost of providing protective coating of bituminous paint for 75 mm on each side of joint on Tie bars, Initially 3-4 mm wide cut shall be make upto 1/3 depth of slab and sealed temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be made upto a depth 17mm. Before sealing the joint 2 mm thick compressible de-bonding strips with paper back shall be inserted to the bottom of the groove. The groove shall be filled with polysulphide/ silicon sealant. The sealant shall be applied slightly to a lower level than the slab with a tolerance of 2 + 1mm complete in all respect as per approved drawing and entire satisfaction of the Engineer-in-Charge

-Extra for making rough surface of the concrete pavement of providing non slippery by mechanical cutter for safe playing of vehicles as per entire satisfaction of the engineer-in-Charge

-Providing & laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete. Improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ 420 kg/ cum).The ready Mix concrete is to be procured from plants of ACC/L&T Birla/ Ultratech as approved by Engineer in Charge at Delhi or Gurgaon. The finishing of the laid cement concrete with the surface vibrator and mechnical trowel including cost arrngement and chowkidar etc complete in all respect.

Providing and laying GSB -III complete in all respect

Supply and fixing following DI/CI D/F pipe special ,sluice valves with wheel, non retrun valves with G.M flap including cost of jointing

Supply, erection, testing and commissioning of LT panel with copper bus bar and solid connection of suitable rating consisting of 1 No. incoming MCCB required KVA Micro processor MCCB breaking capacity with having adjustable over load with time delay relay and adjustable short circuit with time delay relay with compete metering (Amp. Meter with CT, ASS, VSS and Phase indicating control fuses 3 Nos. fully automatic factory manufactured outgoing star delta starter suitable of having following accessories of suitable rating for respective motors.

Provision for electric connection from D. H.V.B.P. with Traansformar of required capacity

P&F SFRC Manhole Cover with frame complete

P&F steelbar embeded plastic steps as per HSR

Providing at installation of . Non Clog sewerage Submersible pumping sets complete as given below at PS Supplying of Non Clog sewerage submersible pumps.Model JSE-6, single stage, side delivery volume casing type, Pump efficiency BKW, Motror efficiency , rating 25.00/18.6/1450 RPM, "f" CLASS , Air fiill, ball bearing with 40000 Hrs life,Grease lubricated,solid Handling , Pump delivery size 150-250 mm,Type of motor TEWC, pump casing C.I.F.G.260, Implar 3-3-16, S.S- 410 shaft,SS-316, 415 Volts, 50 Hr, A.C. suppply, Star Delta, Thrmister & moisture sencer,IP-68/DUTY:81, Cable 10 m of required size, Auto coupling with intergal C.I.bend & ss Hardware-1 set, 50 mm Galvanised guide pipe, M.S.Galvanised lifting chain with shackle 15 mtr length complete as per IS specification.( Non Clog Submersible sewage pumps of 185 m3/Hr (DWF) with Head 12.50 Mtr. all other accessories complete in all respects.2400LPM)

Provision for Providing lowering, laying in trenches, aligning, fixing in position and jointing Ductile (DI) ISI marked K- 9 grade S&S pipes as per IS:8329- 2000(amended upto date), with internal cement mortar lining for potable water with ruber ring (EPDM/SBR) joints as per IS: 5382- 1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.excluding earth work.

Bidder Name

Amount

devender malik(GSTN-NA)

Parveen kumar Contractor(GSTN-NA)

Parveen kumar Contractor

Parveen kumar Contractor