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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-AOC | ₹1.4 Cr Quoted ₹1.6 Cr | L-1 | Accepted-AOC Being L-1 |
| 2 | L-2₹1.6 Cr+₹1.3 L (0.81%)Rejected-AOC 27 19 F F D BLOCK CHATTARPUR EXTN SOUTH WEST DELHI DELHI 110075 | SOUTH WEST DELHI | DELHI | 110075 | ₹1.6 Cr+₹1.3 L (0.81%) | L-2 | Rejected-AOC Other than L-1 |
| 3 | L-3₹1.7 Cr+₹10.1 L (6.39%)Rejected-AOC C 33 3971 GALI NO 6 JALANDHAR CANTT 144005 | JALANDHAR | JALANDHAR | PUNJAB | 144005 | ₹1.7 Cr+₹10.1 L (6.39%) | L-3 | Rejected-AOC Other than L-1 |
| 4 | L-4₹1.8 Cr+₹23.2 L (14.7%)Rejected-AOC 303 GHS 888 SECTOR 20 PANCHKULA 134116 HARYANA | PANCHKULA | PANCHKULA | HARYANA | 134116 | ₹1.8 Cr+₹23.2 L (14.7%) | L-4 | Rejected-AOC Other than L-1 |
| 5 | L-5₹2.0 Cr+₹39.6 L (25.0%)Rejected-AOC B 87 SHAM NAGAR KHAYALA ROAD NEW DELHI 110018 | NEW DELHI | NEW DELHI | DELHI | 110018 | ₹2.0 Cr+₹39.6 L (25.0%) | L-5 | Rejected-AOC Other than L-1 |
| Sl No | Description | Qty | Unit | Parveen Builders L7 | R D Bansal L4 | M/S Mukesh Kumar Gupta L3 | New Era Engineers L5 | M/S MANI GARG CONTRACTOR L6 | NARINDER KUMAR SONS L8 | Standard engineers L1 | KULWANT SINGH L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth and not exceeding 10 sqm on plan for laying pipe lines and cables etc and getting out as in any type of soil complete all as specified and as directed by Engineer-in-Charge. | 3,526 | CUM | 150 ₹5,28,900 | 122 ₹4,30,172 | 140 ₹4,93,640 | 180 ₹6,34,680 | 75 ₹2,64,450 Lowest | 100 ₹3,52,600 | 81 ₹2,85,606 | 100 ₹3,52,600 |
| 2.00 | Returning, filling in including spreading levelling, watering and well ramming in layers not exceeding 25 cm in any type soil, complete all as specified and as directed by Engineer-in-Charge. | 3,174 | CUM | 50 ₹1,58,700 | 20 ₹63,480 | 30 ₹95,220 | 20 ₹63,480 | 40 ₹1,26,960 | 10 ₹31,740 Lowest | 36 ₹1,14,264 | 40 ₹1,26,960 |
| 3.00 | Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge. | 352 | CUM | 100 ₹35,200 | 30 ₹10,560 | 40 ₹14,080 | 30 ₹10,560 | 80 ₹28,160 | 10 ₹3,520 Lowest | 36 ₹12,672 | 40 ₹14,080 |
| 4.00Taking out CI/ DI/ MS/ PPR pipe any type including fittings with spigot and socketed end laid in trenches of following sizes:- Note- Taking out of all existing old pipe line will be dismantled after laying, testing and restoration of water supply through new pipe line all as directed by Engineer-in-charge. | |||||||||||
| 4.01 | 100 mm bore | 600 | RM | 30 ₹18,000 | 12 ₹7,200 | 30 ₹18,000 | 10 ₹6,000 Lowest | 50 ₹30,000 | 10 ₹6,000 Lowest | 21 ₹12,600 | 20 ₹12,000 |
| 4.02 | 150 mm bore | 1,800 | RM | 40 ₹72,000 | 12 ₹21,600 | 35 ₹63,000 | 12 ₹21,600 | 50 ₹90,000 | 10 ₹18,000 Lowest | 21 ₹37,800 | 30 ₹54,000 |
| 4.03 | 200 mm bore | 600 | RM | 50 ₹30,000 | 12 ₹7,200 | 40 ₹24,000 | 15 ₹9,000 | 75 ₹45,000 | 10 ₹6,000 Lowest | 31 ₹18,600 | 40 ₹24,000 |
| 4.04 | 250 mm bore | 1,000 | RM | 60 ₹60,000 | 12 ₹12,000 | 50 ₹50,000 | 20 ₹20,000 | 75 ₹75,000 | 10 ₹10,000 Lowest | 30 ₹30,000 | 50 ₹50,000 |
| 5.00Supply, laying, jointing and testing of ductile iron pressure pipe with socket & spigot ends having ISI stamping marking confirming to IS:8329/2000 in standard length of 5.50-6.00 meter of classification K-9 suitable for and including push on rubber tyton (gasket D-jointing) with cement mortar lining in the pipes, including aligning the pipes inside trenches as per IS:12288/1987, rubber tyton joints and testing the joints with required water pressure, making surface good complete all as specified and as directed by Engineer-in-Charge. Note:- (i) Cutting of pipe line, excavation, earth work, joints and CI/ DI specials shall be measured and paid for separately under respective items of this schedule. (ii) Pre dispatch inspection of DI pipe shall be carried out by rep of Accepting Officer at manufacturer premises with overall cost quoted by Contractor. Nothing extra shal be payable on this account. (iii) After Laying of DI pipe line, same shall be tested for hydrostatic pressure test and equipment/ instruments required for testing shall be arranged by Contractor. (iv) Manufacturer test certificate will be required while claiming the payment. | |||||||||||
| 5.01 | 100 mm bore | 260 | RM | 1,725 ₹4,48,500 | 1,660 ₹4,31,600 | 1,480 ₹3,84,800 Lowest | 1,850 ₹4,81,000 | 2,000 ₹5,20,000 | 2,500 ₹6,50,000 | 1,671 ₹4,34,460 | 1,500 ₹3,90,000 |
Tender Value
₹2.4 Cr
EMD Value
₹3.1 L
Closing Date
12 Aug 2025, 6:00 pmClosed
CWE Chandimandir
HQ CWE Chandimandir, PIN-134107
CWE/CHM(U)-24/2025-26 REPLACEMENT/ RELOC OF WATER SUPPLY ASSETS and SERVICES DUE TO EXPANSION OF RAILWAY LINE AT CHANDIMANDIR MIL STN
2025_MES_717364_1
CWE/CHM(U)-24/2025-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
GE (U) Chandimandir
Class B, Cate a(ii)
9 documents required · 9 mandatory
₹2,000
GE (U) Chandimandir
₹3.1 L
13 Oct 2025
28 Jun 2025
19 Aug 2025
28 Jun 2025
12 Aug 2025
5 Aug 2025
30 Jun 2025 - 5 Jul 2025
Amount
Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth and not exceeding 10 sqm on plan for laying pipe lines and cables etc and getting out as in any type of soil complete all as specified and as directed by Engineer-in-Charge.
Returning, filling in including spreading levelling, watering and well ramming in layers not exceeding 25 cm in any type soil, complete all as specified and as directed by Engineer-in-Charge.
Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge.
Taking out CI/ DI/ MS/ PPR pipe any type including fittings with spigot and socketed end laid in trenches of following sizes:- Note- Taking out of all existing old pipe line will be dismantled after laying, testing and restoration of water supply through new pipe line all as directed by Engineer-in-charge.
100 mm bore
150 mm bore
200 mm bore
250 mm bore
Supply, laying, jointing and testing of ductile iron pressure pipe with socket & spigot ends having ISI stamping marking confirming to IS:8329/2000 in standard length of 5.50-6.00 meter of classification K-9 suitable for and including push on rubber tyton (gasket D-jointing) with cement mortar lining in the pipes, including aligning the pipes inside trenches as per IS:12288/1987, rubber tyton joints and testing the joints with required water pressure, making surface good complete all as specified and as directed by Engineer-in-Charge. Note:- (i) Cutting of pipe line, excavation, earth work, joints and CI/ DI specials shall be measured and paid for separately under respective items of this schedule. (ii) Pre dispatch inspection of DI pipe shall be carried out by rep of Accepting Officer at manufacturer premises with overall cost quoted by Contractor. Nothing extra shal be payable on this account. (iii) After Laying of DI pipe line, same shall be tested for hydrostatic pressure test and equipment/ instruments required for testing shall be arranged by Contractor. (iv) Manufacturer test certificate will be required while claiming the payment.
100 mm bore
150 mm bore
200 mm bore
250 mm bore
M&L for Cutting of existing CI/ DI pipe of following sizes in position for inserting of tee, bend, collar and other type of CI/DI fittings for addition /alternation of existing system:-
100 mm bore
150 mm bore
200 mm bore
250 mm bore
S&F DI pipe fittings such as bends, tapers, tee pieces single branch, "Y" junction, collars, caps and plugs etc. spigot, socketed or flanged ends typ, conforming to IS-9520/2000 with pressure rating PN-1 (all the fittings shall be coated for rust prevention i.e. external coating zinc rich paint with finishing layer of bituminous as per Annexure - A of IS: 9523/2000 and internal lining shall be of cement mortar with seal coat as per Annexure 'B' of IS-9523/ 2000) complete all as specified and as directed by Engineer-in-Charge. Note:- (i) Joints and jointing material shall be measured and paid separately. (ii) Excavation and earth work shall be measured and paid for separately.
upto 150 mm bore
upto 200 to 250 mm bore
Supply and fixing ductile iron Sluice valve of following sizes, class 1.6 PN, flanged ends complete with ISI marked with gun metal spindle (non-rising) and hand wheel conforming to IS-14846 including taking down old unserviceable sluice valve, any type complete all as specified and as directed by Engineer-in-Charge.
100 mm bore
150 mm bore
200 mm bore
250 mm bore
Demolition of brick masonry, built in cement mortar including all quoins, arches, pillars complete all as specified and as directed by Engineer-in-charge.
M&L for brick work with sub class `B` bricks, in straight or curved on plan exc 6 meter mean radius, built in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-charge.
Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for including disposal of unserviceable material complete all as specified and as directed by Engineer-in-charge.
M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregates) as in coping/ support etc including necessary form work etc complete all as specified and as directed by Engineer-in-charge.
M&L for rendering 15mm thick on fair face of brick work in CM 1:4 finished even and smooth, complete all as specified and as directed by Engineer-in-charge.
M&L for framed work for valve pit chamber cover made of MS equal angle and MS sheet 3 mm thick conforming to Fe 290 Gde-E 165 including welding, cutting, hinges, locking arrangments including painting including dismantling of old unsv scrap iron complete all as specified and as directed by Engineer-in-charge.
Taking up or down (from wall/ trenches/ floor) existing GI steel tubing and connections, including cleaning for refixing or removal to store of following sizes:- Note:- Excavation in trenches shall be measured and paid separately.
25 mm bore
40 mm bore
Supply & fixing GI tubing, medium grade, with one socket both end threaded in any length including cutting threading connection in new or old position and all type of GI new fittings fixed on wall/ ceiling/ floors complete all as specified and as directed for following bore :-
25 mm bore
40 mm bore
Supply & laying GI tubing, medium grade with one socket both end threaded in any length including cutting threading connection in new or old position and all type of GI new fittings laid in trenches complete all as specified and as directed for following bore :-
25 mm bore
40 mm bore
Drilling and taping in ductile iron water mains (in position) for branch connections for following size complete all as specified and as directed by Engineer-in-Charge.
S&F Gun metal globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed including taking out unsv gate valve complete for following bore size:-
25 mm bore
40 mm bore
M&L for joint with rubber or fibre board gasket for Flanged pipes and fittings (CI/ DI) complete including excavation, returning/ filling and removal of earthwork required complete all as specified directed by Engr in charge for following :-
100 mm bore
150 mm bore
200 mm bore
250 mm bore
M&L for cutting the existing road/ PCC (average width and depth of cuttings shall be 300 mm x 450 mm) for passing pipe and making good the disturbed surface using PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) for top 100 mm thickness and rest filling with earthwork complete all as specified and as directed by Engineer-in-Charge.
S&F cast iron air release valve, double orifice, isolating type with SS Ball as per IS :14845, PN- 1.0, flanged ends, of following bore size including taking out unsv air release valve, any type complete all as specified and as directed by Engineer-in-Charge.
100 mm bore
150 mm bore
200 mm bore
250 mm bore
Supply and laying PP-R (Polypropylene random co-polymer plastic) pipe, 110 mm outer dia, grade PN-16, SDR-7.4, 3-layered (outer green coloured UV stabilized, middle black coloured UV stabilized and inner most layer white coloured with antimicrobial) fusion welder, laid in trenches including plain PP-R and brass threaded PP-R fittings or flanged joints including connecting up with existing system complete all as specified and as directed by Engineer-in-Charge. Note:- (i) Pre dispatch inspection of DI pipe shall be carried out by rep of Accepting Officer at manufacturer premises with overall cost quoted by Contractor. Nothing extra shal be payable on this account. (ii) After Laying of DI pipe line, same shall be tested for hydrostatic pressure test and equipment/ instruments required for testing shall be arranged by Contractor. (iii) Manufacturer test certificate will be required while claiming the payment.
Note:- Excavation and earth work for the laying of pipe line, cutting of existing CI/DI pipes, roads, paths, walkways and any other work executed under the contract shall be carried out with utmost care and with all safety gears in the place after mapping of the area and obtaining permission from the respective authority. Any damage done while execution to any existing structure, pipe line, electric or communication cable shall be made good by the contractor exactly as per existing specifications at his own cost. In case of the delay caused by the contractor in making good the damage is more than 4 Hrs, requisite repair work will be carried out by the department through some other agency and the cost of repair will be recovered from the contractor. Mapping survey shall be done in the presence of GE (Utility) Chandimandir and submitted to GE for approval before execution of excavation work. Bailing, pumping out of water, timbering, planking, skirting, sand cushioning/ lean concrete for stabilizing of mud strata if required shall be carried out. The rates quoted by the contractor shall be deemed to be inclusive of all these provisions and nothing extra shall be paid on this account. To avoid any accident at site after excavation of work, contractor shall make arrangement of safety gears, barricades immediately as directed by Engineer-in-Charge.
KULWANT SINGH (BID ID -3390397)
M/S Mukesh Kumar Gupta (BID ID -3390396)
R D Bansal (BID ID -3390341)
New Era Engineers (BID ID -3390519)
M/S MANI GARG CONTRACTOR (BID ID -3390646)
Parveen Builders (BID ID -3389096)
NARINDER KUMAR SONS (BID ID -3388732)
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