ADDN ALTN AND REPAIR OF SEWAGE SYS IN DELHI CANTT10

Amount

Total amount of Sch 'A' Part - I (Building works)

Total amount of Sch 'A' Part-II (Roads, Path and Culvert) (Ref pre priced Schedule attached seperately)

Total amount of Sch 'A' Part-III (Sewage Disposal) (Ref pre priced Schedule attached seperately)

Total amount of Sch 'A' Part-IV (Electrification Works) (Ref pre priced Schedule attached seperately)

Description of Work / Item(s)

Amount

M&L for Cutting into existing road surfaces by picking, sweeping etc for laying of new drains pipes and getting out complete all as specified

Boring holes under road pavement by bocky manually in any type of soil for internal dia of pipe 150 mm bore complete all as specified and as directed.

Boring holes under road pavement by bocky manually in any type of soil for internal dia of pipe 200 mm bore complete all as specified and as directed.

Boring holes under road pavement by bocky manually in any type of soil for internal dia of pipe 300 mm bore complete all as specified and as directed.

Supply and fixed class SN-8 DWCPE , internal dia of pipe 150mm & thickness of pipe as specified in IS 16098 (Part-2):2013, clause 6.3.1 table no 5 structured wall polythelene piping system (pipe with online/offline coupler and elastomeric sealing ring) with non smooth external anular corrugated and smooth internal surface (double wall) for non pressure underground sewerage & drainage application polythylene piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including all necessary fittings (cost of fittings, rubber rings, gaskets etc included) complete all as specified and directed by Engineer-in-charge.

All as per item no 5 but 200 mm dia

All as per item no 5 but 300 mm dia

M&L construction of BRICK MANHOLE of size 0.6m X 0.75m X 0.8m (MH1) including RCC man hole cover including earthwork,PCC 1:4:8, formwork,plastering etc complete all as specified and shown in drawing

M& L RCC Manhole including RCC man hole cover including earthwork,PCC 1:4:8, PCC Benching 1:2:4, RCC walls,reinforcement with RCC flooring, formwork,plastering etc. of following sizes :-

M&L construction of RCC CIRCULAR MANHOLE of 900 mm internal dia for depth exceeding 800mm but not exceeding 1500 mm (MH2) complete all as specified and shown in drawing

M&L construction of RCC CIRCULAR MANHOLE of 1200 mm internal dia for depth exceeding 1200 mm but not exceeding 2050 mm (MH3) complete all as specified and shown in drawing

M&L construction of RCC CIRCULAR MANHOLE of 1500 mm internal dia for depth exceeding 2050mm but not exceeding 3000 mm (MH4) complete all as specified and shown in drawing

M&L construction of RCC CIRCULAR MANHOLE of 1800 mm internal dia for depth exceeding 3000 mm but not exceeding 4500 mm (MH5) complete all as specified and shown in drawing

M&L construction of Flushing tank 1.00 m x 1.00 m x 1.00 m including earthwork, PCC Bed, MH cover, plastering, formwork etc complete all as specified and shown in drawing

Cutting into existing manholes or connecting new drain making good to pipe and rendering cutting out existingbenching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required for 300mm dia of pipe complete all as specified and directed by Engineer in charge

M & L burnt brick sub class 'B' old size laid in trenches with equal to length of bricks across the cable protection all as speciifed and as directed

Supplying, Laying, jointing, testing and commmisioning of DI Pipe as per IS 8329, class K-7 with inside cement mortar lining with spigot and socket ends laid in trenches complete all as specified and as directed at site for the following sizes :- Note : - Joints shall be measured and paid separetely.

a) 80 mm bore

b) 100 mm bore

Supply, installation, commissioning and testing of non clog submersible sewage Pump set for type of installation , suitable for delivery pipe 100 mm bore, 415V (+ 5% & +10%) & frequency 50Hz + 3%) . (For IPS1&2) Material of Construction: Pump casing (Pump+ Motor) CI (FG 260), Impeller: CI (FG 260) ; Shaft: SS – 410, Fast: SS The pump shall consist of following features :-

(a) 200LPM a 15 mtr head, minimum 2HP motor, 415 volts

(b) 500LPM a 15 mtr head, minimum 3HP motor, 415 volts

Supply,Installation, commissioning and testing of LT indoor panel board (factory made of approved CPRI) size as recommended by IS & CPRI norms & outdoor type made out of CRCA sheet 3.15 mm thick dust proof, powder coated from both side, individual door, factory locking system with two side ventilation suitable for working on 415 volt AC supply including bus bar chamber and copper bus bar of capacity 32 Amps rating for phase and neutral mounted on hygroscopic insulator fixed in a separate bus bar chamber separate compartment for incoming and outgoing feeder prewired with suitable size of copper conductor cable including fitted on 50x50x6mm angle iron channel with PCC foundation and provision of lugs and bushing for housing the following :- ( For IPS 3&4) (i) Aluminium bus bar 32 amps for phase & neutral-04 Nos (ii) MCCB 4P 32 Amps, 16 KA- 01 Nos (In coming) (iii) MCB TP 16 Amps, 10 KA - 02 Nos (O/G for IPS) (iv) MCB SPN 10 Amps -02 Nos (O/G for Duty room & SL ) (v) Multi functional digital Voltmeter and ampere meter including suitable and appropriate CTs-01 Set (vi) Indicator lamp (LED R-Y-B)- 01 Set (vii) Capacitor bank 1 x 5KVAR-01 No (ix) DOL stater push button type suitable for 2HP or 3 HP, 3 phase 415 volt AC electric motor -02 Nos (x) Single phase preventor-2Nos. (xi) Float switch fluid level controller wired magnetic sensor sqaure head float water level controller WLC cable -01 No

Supply and fixing water proof submersible cable 2.5 Sqmm ,3 core copper conductor ,PVC insulated 1100 volts grade,protected by means of metal clip alongwith the pump body and connected to pump motor through water tight sealing joints complete all as specified

Supply ,laying,jointing,welding and testing MS pipe (Heavy duty) Class C laid in trenches or on floor for connections to centrifugal/submersible pump sets for suction delivery pump to header and to connect out going water mains CI/DI pipe line complete all as specified and directed Note: MS flanges joints with gasket complete with jointing materials shall be measured and paid separately

(a) 80 mm bore

(b) 100 mm bore

Supply and fixing MS flanges of following sizes not less than 16 mm thickness duly welded on one end of MS pipe complete all as specified

(a) 80 mm bore

(b) 100 mm bore

M&L for excavation in any type of soil through trenchless technology by HDD(Horizontal directional method) inclding preparing and setting up the plant and equipment. Preparing new pipe work material including all related civil work and mechanical work like excavation, shorting/struting etc driliing, stringing, reaming and pulling back the new pipe work on the path alignment proper dispoal of drilling dluid and ground penetration radas survey to protech any existing utilities at the peipe installation location restoration of site after completion all inclusive as per IndSTT : 101-2009 code of practice for trenchless technology suiting Indian condition for making horizontal bore size 250 mm dia suitable for HDPE pipe insertion under road crossing/ hard standing including HDPE pipe 200 mm nominal dia of 25 mm min wall thcikness of grade PE 80 for protection of MS/DI pipe to any depth manually or any means completed all as specified and directed

M&L for excavation in any type of soil through trenchless technology by HDD(Horizontal directional method) inclding preparing and setting up the plant and equipment. Preparing new pipe work material including all related civil work and mechanical work like excavation, shorting/struting etc driliing, stringing, reaming and pulling back the new pipe work on the path alignment proper dispoal of drilling dluid and ground penetration radas survey to protech any existing utilities at the peipe installation location restoration of site after completion all inclusive as per IndSTT : 101-2009 code of practice for trenchless technology suiting Indian condition for making horizontal bore size 400 mm dia suitable for HDPE pipe insertion under road crossing/ hard standing including HDPE pipe 350 mm nominal dia of 25 mm min wall thcikness of grade PE 80 for protection of DWCPE pipe to any depth manually or any means completed all as specified and directed.

M/s Ram Singh Agarwal

AMIT ASSOCIATES

M/s Gupta Construction

GANGA INFRABUILD PVT LTD

M/s Matadeen Ramchandra Agarwal

m/s meetu enterprises

M/s Khialdas Constructions

m/s meetu enterprises

M/s Matadeen Ramchandra Agarwal

GANGA INFRABUILD PVT LTD

M/s Gupta Construction

M/s Khialdas Constructions

M/s Ram Singh Agarwal

Global Enterprises

Bidder Name

AMIT ASSOCIATES

Global Enterprises

m/s meetu enterprises

M/s Matadeen Ramchandra Agarwal

M/s Ram Singh Agarwal

GANGA INFRABUILD PVT LTD

M/s Gupta Construction

M/s Khialdas Constructions