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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 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₹9.5 L+₹79,355 (9.07%)Rejected-AOC | L2 | Rejected-AOC Not L1 Bidder | |
| 3 | L3₹9.7 L+₹92,061.35 (10.5%)Rejected-AOC RZ 140 A EAST SAGARPUR STREET NO 7 8 NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L3 | Rejected-AOC Not L1 Bidder | |
| 4 | L4₹9.0 L+₹21,334 (2.44%)Rejected-AOC RZ 18 260 WEST SAGARPUR NEAR MCD SCHOOL NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L4 | Rejected-AOC Not L1 Bidder |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
13 Sept 2023, 6:00 pmClosed
GE U WATER SUPPLY DELHI CANTT 10
GE U WATER SUPPLY DELHI CANTT 10
PROVN OF 01 X BOREWELL IN FOL DEPOT ASC DELHI CANTT UNDER GE U WATER SUPPLY DELHI CANTT 10
2023_MES_614456_1
GE/WS/IFA-10/Token-09 of 2023-24
Open Tender
Civil Works
Item Rate
180 days
GE U WATER SUPPLY DELHI CANTT 10
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
GE U WATER SUPPLY DELHI CANTT 10
₹19,200
Yes
17 Oct 2023
18 Aug 2023
15 Sept 2023
18 Aug 2023
13 Sept 2023
1 Sept 2023
Amount
Excavation in trenches not exceeding 1.5 meters wide and not exc. 1.5 meters deep for laying PVC under ground cable and CI/GI pipe line any type of soil, getting out and leveling of bottom surface to required level complete all as specified and directed
Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick complete all as specified and directed.
Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point complete all as specified and directed.
Drilling not less than 250 mm bore hole by DTH method to any depth below the ground level in any kind of rock/soil upto 100 mtr deep including disposal of surplus soil to a distance not exc 50 mtr away complete all as specified and directed by Engineer-in-Charge. Note : 1. In case of incountering rock prior to 30 mtr depth from ground level the decission of the Garrison Engineer for reboring shall be final and binding. Specific order in writing shall be issued by Garrison Engineer for reboring and the quantities shall varry accordingly. 2. cost of transportation of DTH plant is included in the quoted unit rate.
Supplying, lowering & fixing into bore 200 mm dia MS slotted pipe, heavy duty as per IS-3589, minimum 5.0 mm thick ERW having Duly welded both sides socketed ends complete all as specified and directed
Supplying, lowering & fixing into bore hole 200 mm dia MS casing pipe, heavy duty as per IS -3589 minimum 5.00 mm thick ERW slotted tube having 1000 slots of size 1.58 x 75 mm per mtr length uniformly distributed on surface, duly welded both side socketed ends complete all as specified and directed.
Supplying & fixing well cap suitable for 200 mm bore well dia consisting of two parts complete with welding and machinery work having provison of cut out for passing of column pipe and fabricated from MS sheet 3.15 mm thick complete all as specified and directed by Engr-in-Charge.
Supply & fixing housing clamp for 200 mm dia bore pipe made out of flat MS 150x12 mm thick (length 80 mm) with 4 Nos 20 mm dia of suitable size of bolt, nuts, washers etc including drilling holes of suitable sizes and painting 2 coats of synthetic enamel paints over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge
Supply & fixing housing clamp for 50 mm dia bore pipe made out of flat MS 100x10 mm thick (length 60 mm) with 4 Nos 20 mm dia of suitable size of bolt, nuts, washers etc including drilling holes of suitable sizes and painting 2 coats of synthetic enamel paints over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge
Development of tube well with air compressor of rating 630 CFM at 100 PSI as required complete all as specified and directed by Engr-in-charge
Supplying and packing pea gravel of size 3.00 mm to 6.00 mm around casing pipe complete all as specified and directed by Engr-in-Charge. (Note :- Stack measurement of pea gravel shall be entered in MB).
Yield testing of tube well by contineous run with suitable equipment all as per IS-2800 part-II of 1979 including complete testing of water suitable for drinding purpose as per IS-10500 of 1991 from testing Laboratory approved by GE and report shall be submitted to GE. The well shall be tested 24 hours continuous after development of the well to acertain the yield. The air compressure/higher capacity pump required for the development of the well by means of over pumping shall be arranged by the contractor at his own arrangement.
Material and labour for test of pilot bore with electro logging through computerized composite litho log machine at site by ground water consultant and in innovative engineer and submitting complete result pertaining to water strata and recommendation to tap water by providing slotted pipe all as required complete all as specified and directed by Engr-in-charge
Supply, lowering and fixing MS Column pipe heavy duty flanged and drilled ISI marked 50 mm bore as per IS-1239, 6.0 mtr in long flange having 6 mm min. thick, slot cutting in flange for passing of submersible cable incl all jointing material such as bolts, nuts,washers, & packing sheets and connecting complete all as specified and directed by Engr-in-Charge.
Supply, Installation, lowering, testing and commissioning submersible pumping set having discharge capacity 117 LPM at 120 mtr head complete with submersible motor of suitable 5 HP, 3 Phase 415 volt and connecting to column pipe by means of nipple/ reducer complete all as specified and directed by Engr-in-Charge.
Supply & fixing , install testing and commissioning of feeder pillar box ,outdoor type cubical shape,three phase, 4 wire, Al bus bar for phases and neutral made out of CRCA sheet 3.15 mm thick, factory fabricated, CPRI approved, powder coated, dust and vermin proof, provn for ventilation, angle iron frame and four legs of 50x50x6mm thick angle iron, 2 ft long grouted on PCC foundation of height not less than 30 cm from the ground level, grouting properly, and of suitable size to accomodate the items mentioned below and having seperate compartment /chambers for cable gallery busbar, switch gear etc all as specified and comprising of following including necessary cable connections to the MCCBs, voltmeter, Ammeter and cable lugs etc.
Aluminium bus bar with PVC sleev suitable for 200 amps for phase & 200 Amp for neutral - 01Set.
Phase indicating lamps LED type ( red , yellow, blue) 01 set
INCOMING : MCCB 125 Amp 3 pole 18 KA with adjustable thermal and fixed magnetic release -01 No
OUTGOING : MCCB 63 Amp 3 pole 18 KA with adjustable thermal and fixed magnetic release -01 No
FASD Stater ML 1.5 FASD-01 Nos
Analog time switch -01 No
Single phase preventer-01 No
Supply, connecting, testing and commissioning cable submersible with copper conductor 3 core 1100 volts grade 2.5 Sqmm nominal cross sectional area stranded conforming to relevant IS complete as specified and directed by Engineer-in-Charge.
Supply & Fixing 50mm Gun metal gate valve with iron wheel head screwed both ends for iron pipe as per IS-778 connection complete all as specified and directed by Engineer-in-Charge
Supply & Laying of 50mm GI pipe medium grade ISI mark including all fittings in new positions in trenches/wall/floor complete and making good the distributed surfaces complete all as specified and directed by Engineer-in-Charge
Supply, laying jointing,testing 80mm DI pipe with class-K-7 spigot socketed ends , conforming to IS-8329 laid in trenches connection complete all as specified and directed by Engineer-in-Charge. (Note : Tyton Joint, Excavation & earth work shall be measured & paid separetely.)
Supply & fixing of 80mm bore Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI pipe complete all as specified and directed.
Supply, laying jointing and testing LT XLPE under ground cable PVC insulated armoured heavy duty 1100 volts grade sheated 25 sq mm 3.5 core, aluminium conductor including connection to panel at incoming and out going using aluminium lugs complete all as specified and directed by Engineer-in-Charge.
Material and labour for well burnt Sub class 'B' bricks for UG cable protection laid in across the cable above the sand cushioning complete all as specified and directed.
Supply & fixing of sand in trenches using clear dry Yamuna sand unwashed including gently punning around cables complete all as specified and directed. (Note :- Punned depth shall be measured and paid).
Material and labour for Earthing complete with GI earth plate electrode 60 cm x 60cm x 6.0mm thick buried directly in ground vertically to a depth not less than 2.25 mtr below ground level with top edge of the earth plate at a depth not less less than 1.6 mtr below normal ground level surrounded form all sides by 15 cm thick and packed layer of charcoal dust and salt and common salt fitting in alternater layers and elsc connection by using GI strip 25 x 4 mm by means of bolts, nuts, check nuts & washers of galvanised iron and protected by light grade 40 mm dia GI pipe connected to main switch board of main control board and GI pipe light grade 20 mm dia for watering and including funnel, wire mesh, PCC pit cover and PCC chamber pit with PCC 1:2:4 type C2 incldinging excuvation and earth work, disposal of surplus soil to a distance not exceeding 50 mtr all as specified and shown in elecrical plate No.3 of SSR Part 1 complete all as specified and directed. (Note :- 1. Excavation & earth work shall be deemed included in quoted unit rate. 2. GI earth strip 25x4mm of upto 7.5 Rm length from test point shall be deemed included in quoted unit rate.
Supply and installation of flanged ends strainer/dirt box of sizes 80mm 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 directed at site by the Engineer-in-Charge.
Supply and installation of flanged ends Water Meter woltman type,of size 80mm 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 directed at site by the Engineer-in-Charge.
Supplying, fixing, including jointing and testing of 80mm Cast iron Non Return valve without by pass arrangement , Swing type, confirming to IS 5312, flanged ends pressure rating PN 1.0 connection complete all as specified and directed at site by the Engineer-in-Charge.
Supply, fixing, jointing and testing 80mm cast iron Sluice Valve, ISI Marked, flanged ends drilled pressure rating PN-1.0, Confirming to IS 14846 -2000, having stainless steel spindle with cast iron operation wheel at top connection complete all as specified and directed at site by the Engineer-in-Charge.
Supplying , laying , jointing, welding and testing MS Pipe (Heavy class 'C') IS : 1239, of 80mm sizes laid in trenches or in Horizontal/Vertical/inclined position or laying for connections for connected to out going water main DI/GI pipe line, incl fabrication work complete all as specified and directed at site by the Engineer-in-Charge. .
M&L for DI flange fittings of A/F Tee, D/F Bend and DI flange Socket Piece of size 80mm dia bore Equal incluidng required cutting existing pipe connection complete all as specified and directed.
Supply and fixing of MS flange 80 mm bore ,16mm thick duly welded with flange joint including nuts bolts ,washer ,Rubber or fiber board gasket joint of size 80mm size complete all as specified and directed.
Material and labour for Brick work with sub class 'B' old size bricks straight or curved on plan exc. 6M mean radius built in CM (1:4) for pillar in borewell complete all as specified and directed at site by the Engineer-in-Charge.
Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, flooring sub base complete for bore well plinth complete all as specified and directed at site by the Engineer-in-Charge.
P S TRADERS
B.R. Enterprises
Deven Associates
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