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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.7 LAccepted-AOC BUILDING NO FLAT NO 19 6TH CROSS ROAD SANJEEVINI NAGAR MUDALAPALYA BANGALORE 560072 | BANGALORE | BANGALORE | KARNATAKA | 560072 | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹39.3 L+₹1.6 L (4.16%)Rejected-AOC M 78 GARU HARKISHAN NAGAR PASCHIM VIHAR NEW DELHI 110087 | NEW DELHI | WEST DELHI | DELHI | 110087 | L2 | Rejected-AOC Not L1 Bidder | |
| 3 | L3₹42.3 L+₹4.6 L (12.2%)Rejected-AOC 1 225 5 6 SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | L3 | Rejected-AOC Not L1 Bidder | |
| 4 | L4₹43.1 L+₹5.4 L (14.3%)Rejected-AOC RAMA PARK A 121 BLOCK A UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | L4 | Rejected-AOC Not L1 Bidder | |
| 5 | L5₹45.7 L+₹8.0 L (21.3%)Rejected-AOC N A | NA | NA | 121004 | L5 | Rejected-AOC Not L1 Bidder |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
24 Sept 2024, 6:00 pmClosed
GE U WATER SUPPLY DELHI CANTT 10
GE U WATER SUPPLY DELHI CANTT 10
PROVISION OF NEW WATER SUPPLY PIPE LINE FROM DGNCC PUMP HOUSE TO GIRLS AND BOYS AREA AT DGNCC CAMP AND ADDITION RENEWAL REROUTING OF FRESH WATER PIPE LINE AT STATION WORKSHOP EME AREA AT AGE U WATER SUPPLY NO II UNDER GE U WATER SUPPLY DELHI CANTT
2024_MES_667192_1
GE/WS/Token-06 OF 2024-25
Open Tender
Civil Works
Item Rate
180 days
GE U WATER SUPPLY DELHI CANTT 10
GE U WATER SUPPLY DELHI CANTT 10
5 documents required · 5 mandatory
₹500
GE U WATER SUPPLY DELHI CANTT 10
₹97,000
Yes
18 Nov 2024
22 Jul 2024
26 Sept 2024
22 Jul 2024
24 Sept 2024
5 Aug 2024
Amount
DGNCC/56/CW/2024-25 : Provision of new water supply pipeline from DG NCC pump house to Girls and Boys area at DG NCC Camp under GE (U) W/S Delhi Cant-10
DA/65/MW/2024-25 : Addn/Renewal/Re-routing of fresh water pipe line at Station Workshop EME area under GE (U) Water Supply Delhi Cantt-10
Common items of JOB 'A' to 'B' as mentioned in Sch 'A' Note No. 1 on page No 14 of CA.
COMMON ITEMS OF JOB 'A' and JOB 'B'.
Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level complete all as specified and as directed. (405+63 = 468 CUM)
Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 Cm thick soft / loose soil complete all as specified and as directed. (373+57= 430 CUM)
Removing excavated material (Soils) from site to a distance not exc 50 M away and depositing where directed at a level not exc 1.5mtr above the starting point complete all as specified and as directed. (32+6=38 CUM)
Material and Labour for DI fittings specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs upto 150mm dia bore confirming to IS: 1538-1993 complete all as specified and directed by Engr-in-Charge. NOTE: (i) Old demolished item for JOB 'B' will be taken in charge and recorded in RV. (ii) Excavation & earthworkk shall be measured and paid seperately under respective items of BOQ. (350+70=420 KG)
Supply & laying,jointing and testing of GI pipe "medium grade" ISI marked including all fittings such as tee, bend, elbow etc laid on walls/roof/trenches all as directed of following sizes :- Note :- (i) Excavation / Earth work shall be measured and paid seperately under respetive item of BOQ. (ii) Old U/s GI pipe & fittings obtained under Job 'B' shall be taken on charge and cost of taken down of old u/s GI pipe shall be deemed included in quoted unit rates.
20 mm dia (400+258= 658 RM)
M&L boring holes under road pavement by bocky manually in any type of soil upto 200 mm bore complete all as specified and directed by Engineer-in-Charge. (40+20=60 RM) (Note:- Boring depth from GL shall be decided by Engineer-in-Charge as per site conidtions).
OTHER THAN COMMON ITEMS OF JOB 'A''.
Supply & laying, jointing and testing of GI pipe 'Medium Grade' ISI marked including all fittings such as Tee bend, elbow etc laid on walls/roof/trenches complete all as directed of following sizes:- (Note:- Excavation / Earth work shall be measured and paid seperately under respetive item of BOQ.)
25 mm dia
40 mm dia
50 mm dia
Supply and fixing Gun metal gate valve, with iron wheel head screwed both ends for iron pipe as per IS-778 and fixed including taking out unserviceable one, complete all as specified and as directed of following sizes.
20 mm bore
25 mm bore
40 mm bore
50 mm bore
Supply and fixing PTMT float valve, Sizes as under, with epoxy coated aluminium rod and high density plastic ball complete all as specified and as directed.
20 mm bore
25 mm bore
50 mm bore
100 mm bore
M&L Run lead joint including jointing material fixed at site including excavation & earthwork for CI/DI pipe of following size/bore :-
100 mm bore
Supplying, laying, jointing, welding & testing MS Pipe (Heavy duty class 'C') laid in trenches or on floors for connections to centrifugal pump sets for suction, pump to header / trenchless and to connect out going water main CI/DI pipe line complete all as directed by Engr-in-Charge. Note 1 :-MS Flanges and Flange joints complete with jointing materials shall be measured and paid separately.
100 mm bore
300 mm bore
Supplying and fixing, MS flanges not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed by Engr-in-Charge for following bore size:-
100 mm bore
300 mm bore
M&L Flanged Joints with rubber or fibre board gasket including nuts, bolts and double washers of following sizes complete all as specified and directed by Engr-in-Charge:-
100 mm bore
300 mm bore
Supply and installation of flanged ends strainer/dirt box of sizes 100mm with stainless steel mesh suitable for water meter for potable water supplies on up stream of water meter to avoid foreign material entering into meter complete all as specified and as directed .
Supply and installation of flanged ends Water Meter woltman type,of size 100mm including testing and making good connection with flanged ends, with gasket rubber sheet and nut & bolts etc ISI Marked fixing in horizontal/incline/vertical position complete all as specified and as directed .
Supply, fixing, jointing and testing of Cast iron Non Return valve of size 100 mm dia without by pass arrangement , Swing type, confirming to IS 5312, flanged ends pressure rating PN 1.0 complete including taking out unserviceable NRV complete all as specified and as directed .
M&L construction of valve pit chamber having internal dimension 90cmx90cmx90cm (internal height) with PCC (1:4:8) using 40mm graded stone aggregate for foundation of 150mm depth & 230mm thick brick wall with sub class 'B' bricks wall in (1:4) and 10mm thick rendering all around the brick work in cement mortar 1:6 PCC (1:2:4) type B1 coping with 20mm graded aggregate for grounting MS frame incl 6mm thick MS top sheet cover with locking arrangement incl 50mm pad lock with double key arrangement. MS frame made out of 40x40x6mm thick angle iron incl painting of steel surface with two coats of syenthetic enamel paint over a coat of red oxide primer including necessary excavation & earth work in any type of soil, returning filling in and removal of surplus soil to a distance not exc 50mtrs all as specified complete all as specified and directed by Engr-In-Charge.
Supply, fixing, jointing & testing Cast Iron sluice Valve of following dia bore as under, ISI Marked, flanged ends drilled pressure rating PN-1.6, PD Short body, confirming to IS 14846 -2000, having stainless steel spindle with cast iron operation wheel at top all as specified and as directed at site by the Engr-in-Charge. Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.
Supply & fixing mild steel work for tank cover etc made of MS angle /flats/channels etc including cutting of top and botttom to shape as directed,drilling holes & welding work etc and similar works confirming Fe-290,Gde E-165 complete all as specified and as directed.
M&L PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundation of brick pillar to support the pipe line complete all as specified and as directed at site by the Engr-in-Charge.
M&L for excavation in any type of soil through trenchless technology by HDD (Horizontal directional drilling method) including preparing and setting up the plant and equipment. Preparing new pipe work material including all related civil work and mechanical work like excavation, shoring/strutting etc drilling, stringing, reaming and pulling back the new pipe work on the path alignment proper disposal of drilling fluid and ground penetrating radar survey to protect any exiting utilities at the pipe installation location restoration of site agter completion all inclusive as per and STT IS No.2.3.2.2.2.2. second edition 2008 code of pactice for trenchless technology suiting Indian condition for making horizontal bore of size 350mm dia suitable for HDPE pipe insertion under road crossing /hard standing for protection of MS/DI pipe to any depth by manually or any means complete all as specified and directed. Note:- (a) MS Pipe/DI Pipe will be measured and paid for seprately under respective items. (b) Permission required from civil authrority/department prior to executing the work is the responsibility of contractor and the cost for the same shall be deemed to be included in unit rate quoted by the contractor. (c) HDPE pipe shall be measured and paid seperately under respective items.
Supply, laying & fixing of HDPE pipe heavy duty 250mm dia (PE 80) wall thickness not less than 22.8mm for protection of MS/DI pipe at any depth including fittings & fixtures complete all as specified and directed.
OTHER THAN COMMON ITEMS OF JOB 'B''.
SALUJA CONSTRUCTION CO (BID ID -3111531)
M P TYAGI ENGINEERS AND CONTRACTORS (BID ID -3098449)
HANUMAN BUILDERS (BID ID -3110328)
M/s Sree Baba Traders (BID ID -3087615)
ENVIRO TECH SERVICES (BID ID -3109970)
Ridhi engineers and builders (BID ID -3111456)
DEEP BUILDER (BID ID -3084981)
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