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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.9 LAccepted-AOC M 78 GARU HARKISHAN NAGAR PASCHIM VIHAR NEW DELHI 110087 | NEW DELHI | WEST DELHI | DELHI | 110087 | ₹62.9 L Quoted ₹66.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹67.7 LRejected-Finance BUILDING NO FLAT NO 19 6TH CROSS ROAD SANJEEVINI NAGAR MUDALAPALYA BANGALORE 560072 | BANGALORE | BANGALORE | KARNATAKA | 560072 | ₹67.7 L | L2 | Rejected-Finance Rejected due to bidder not L1 |
| 3 | L3₹68.9 LRejected-Finance RZ 18 260 WEST SAGARPUR NEAR MCD SCHOOL NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | ₹68.9 L | L3 | Rejected-Finance Rejected due to bidder not L1 |
| 4 | L4₹70.0 LRejected-Finance 1 225 5 6 SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | ₹70.0 L | L4 | Rejected-Finance Rejected due to bidder not L1 |
| 5 | L5₹85.4 LRejected-Finance | ₹85.4 L | L5 | Rejected-Finance Rejected due to bidder not L1 |
| Sl No | Description | Qty | Unit | Rahul Enterprises L2 | Microsys Automation India L5 | P S TRADERS L3 | SALUJA CONSTRUCTION CO L1 | M P TYAGI ENGINEERS AND CONTRACTORS L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr 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. | 1,150 | Cum | 119 ₹1.4 L | 90 ₹1.0 L | 99 ₹1.1 L | 100 ₹1.1 L | 79 ₹90,850 |
| 2.00 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick in soft / loose soil complete all as specified and as directed. | 863 | Cum | 29 ₹25,027 | 10 ₹8,630 | 9 ₹7,767 | 50 ₹43,150 | 9 ₹7,767 |
| 3.00 | Removing of excavated material (Soils) from site to a distance not exc 50 mtr away and depositing where directed at a level not exc 1.5mtr above the starting point complete all as specified and as directed. | 287 | Cum | 90 ₹25,830 | 10 ₹2,870 | 19 ₹5,453 | 40 ₹11,480 | 9 ₹2,583 |
| 4.00 | Boring holes under road pavement by bocky manually in any type of soil upto 300 mm bore complete all as specified and directed. | 90 | RM | 390 ₹35,100 | 350 ₹31,500 | 400 ₹36,000 | 500 ₹45,000 | 499 ₹44,910 |
| 5.00Re-fixing only in trenches of CI/DI pipe lines with socket and spigot ends, cleaning thoroughly and removal of all blockages if any complete all as specified and directed. For the following size/bore of pipes. Note : (i) Joints and CI/DI fittings shall be measured and paid seperately (ii) Old serviceable pipe retrieved from relevent item/size of taking down | ||||||||
| 5.01 | 80 mm bore of pipe. | 30 | RM | 19 ₹570 | 20 ₹600 | 5 ₹150 | 30 ₹900 | 99 ₹2,970 |
| 5.02 | 100 mm bore of pipe. | 90 | RM | 19 ₹1,710 | 20 ₹1,800 | 10 ₹900 | 35 ₹3,150 | 99 ₹8,910 |
| 5.03 | 150 mm bore of pipe. | 80 | RM | 29 ₹2,320 | 20 ₹1,600 | 15 ₹1,200 | 40 ₹3,200 | 99 ₹7,920 |
| 5.04 | 200 mm bore of pipe. | 30 | RM | 49 ₹1,470 | 20 ₹600 | 20 ₹600 | 45 ₹1,350 | 99 ₹2,970 |
| 5.05 | 250 mm bore of pipe. | 24 | RM | 69 ₹1,656 | 20 ₹480 | 30 ₹720 | 45 ₹1,080 | 199 ₹4,776 |
Updated dates
Tender Value
₹98 L
EMD Value
₹1.7 L
Closing Date
9 Jan 2026, 6:00 pmClosed
HQ CWE (U) Delhi Cantt-110010
HQ CWE (U) Delhi Cantt-110010
REPAIR MAINTENANCE/REPLACEMENT OF WATER PIPE LINE AT HQ DELHI AREA, OFFICERS QTR AT TIGRIS ROAD, TOI AREA, MANDIR MARG, CHURCH ROAD, POLO ROAD, MALL ROAD, DID LINE AREA, HARBUX STADIUM AREA,PARADE CAMP AREA AND ADJOINNING AREA OF CAVILARY HILL PUMP H
2025_MES_743136_1
CWE (U)/D-37/2025-26
Open Tender
Civil Works
180 days
HQ CWE (U) Delhi Cantt
As per tender documents
9 documents required · 9 mandatory
₹1,000
GE (U) Water Supply
₹1.7 L
Yes
5 Jun 2026
5 Dec 2025
14 Jan 2026
5 Dec 2025
9 Jan 2026
26 Dec 2025
Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr 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.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick in soft / loose soil complete all as specified and as directed.
Removing of excavated material (Soils) from site to a distance not exc 50 mtr away and depositing where directed at a level not exc 1.5mtr above the starting point complete all as specified and as directed.
Boring holes under road pavement by bocky manually in any type of soil upto 300 mm bore complete all as specified and directed.
Re-fixing only in trenches of CI/DI pipe lines with socket and spigot ends, cleaning thoroughly and removal of all blockages if any complete all as specified and directed. For the following size/bore of pipes. Note : (i) Joints and CI/DI fittings shall be measured and paid seperately (ii) Old serviceable pipe retrieved from relevent item/size of taking down
80 mm bore of pipe.
100 mm bore of pipe.
150 mm bore of pipe.
200 mm bore of pipe.
250 mm bore of pipe.
Taking down old unsv GI/CI/DI/Cement/PVC pipe, joints, bends, elbow, tees, rubber joints upto 80 mm bore dia of pipe complete all as specified and directed.
Taking down old unsv GI/CI/DI/Cement/PVC pipe, joints, bends, elbow, tees, rubber joints for 100 mm bore dia of pipe complete all as specified and directed.
Taking down old unsv GI/CI/DI/Cement/PVC pipe, joints, bends, elbow, tees, rubber joints for 150 mm bore dia of pipe complete all as specified and directed.
Taking down old unsv GI/CI/DI/Cement/PVC pipe, joints, bends, elbow, tees, rubber joints for 200 mm bore dia of pipe complete all as specified and directed.
Taking down old unsv GI/CI/DI/Cement/PVC pipe, joints, bends, elbow, tees, rubber joints for 250 mm bore dia of pipe complete all as specified and 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 : - Earth work and tyton Joints shall be measured and paid separetely
80 mm bore of pipe.
100 mm bore of pipe.
150 mm bore of pipe.
200 mm bore of pipe.
250 mm bore of pipe.
Material and Labour for CI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of the following sizes confirming to IS: 1538-1993 complete all as specified and directed.
Upto 150 mm bore of pipe.
200 to 250 mm bore of pipe.
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 of the following sizes confirming to IS: 9523 complete all as specified and directed.
Upto 150 mm bore of pipe.
200 to 250 mm bore of pipe.
Material and labour for Run lead joint including jointing material for CI/DI pipe of following size/bore:-
80 mm bore of pipe.
100 mm bore of pipe.
150 mm bore of pipe.
200 mm bore of pipe.
250 mm bore of pipe.
Material and labour for Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI pipe of following size/bore :-
80 mm bore of pipe.
100 mm bore of pipe.
150 mm bore of pipe.
200 mm bore of pipe.
250 mm bore of pipe.
Supplying, laying, jointing, welding & testing of MS Pipe (Heavy duty class 'C') laid in trenches or on floors for connections to centrifugal pump sets for suction, pump to header/ in trenchless and to connect out going water main CI/DI pipe line complete all as specified and directed. Note:- (i) MS Flanges and Flange joints complete with jointing materials shall be measured and paid separately.
80 mm bore of pipe.
100 mm bore of pipe.
150 mm bore of pipe.
200 mm bore of pipe.
250 mm bore of pipe.
300 mm bore of pipe.
350 mm bore of pipe.
Supplying and fixing, MS flanges of following sizes not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed.
80 mm bore of pipe.
100 mm bore of pipe.
150 mm bore of pipe.
200 mm bore of pipe.
250 mm bore of pipe.
300 mm bore of pipe.
350 mm bore of pipe.
M&L for Flanged Joints with rubber or fibre board gasket including nuts, bolts and double washers of following sizes complete all as specified and directed.
80 mm bore
100 mm bore
150 mm bore
200 mm bore
250 mm bore
300 mm bore
350 mm bore
Supply, fixing, jointing & testing of cast iron sluice valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, confirming to IS 14846 -2000, having stainless steel spindle with cast iron operation wheel at top including taking out unsv sluice valve complete all as specified and as directed. Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.
80 mm bore.
100 mm bore.
50 mm bore.
200 mm bore.
250 mm bore.
Supply, fixing, jointing and testing of cast iron non return valve without by pass arrangement, swing type, confirming to IS 5312, flanged ends pressure rating PN 1.0 complete including taking out old unserviceable NRV complete all as specified and as directed. Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.
80 mm bore.
100 mm bore.
50 mm bore.
200 mm bore.
Supply and fixing of CI foot valve flanged ends, swing type opration with rubber sheet, as per IS:4038 including taking out old unserviceable foot valve complete all as specified and directed. Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.
100 mm bore.
80 mm bore.
Supply, installation and testing of flanged ends water meter ISI marked woltman type, Class 'B' of following sizes and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/vertical position, including taking out old unserviceable water meter complete all as specified and directed. Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item.
80 mm bore.
100 mm bore.
50 mm bore.
Taking up or down GI tubing and connections of the following sizes from trenches / wall / floor for refixing or removal complete all as specified and as directed :-
300 mm bore.
15 mm bore of pipe.
20 mm bore of pipe.
25 mm bore of pipe.
50 mm bore of pipe.
Re-fixing/re-laying only GI pipe medium grade with all fittings fixed complete to walls and ceiling or in floors on old/new position as directed of following sizes :-
300 mm bore.
15 mm bore of pipe.
20 mm bore of pipe.
25 mm bore of pipe.
40 mm bore of pipe.
Supplying & fixing gun metal gate valves with iron wheel head, screwed both ends for iron pipe, ISI Marked, as per IS: 778 of following sizes including taking out old unserviceable gate valves complete all as specified and as directed.
50 mm bore pipe.
15 mm bore.
20 mm bore.
25 mm bore.
40 mm bore.
Taking down old unserviceable MS pipe, joints, bends, elbow, tees upto 350 mm dia complete all as specified and directed.
Labour for cutting, welding of CI /DI/GI/MS pipe in position for reducing to required length for insertion of new tees, branches, buterfly valve (wafer type) etc, upto 300 mm bore complete all as specified and directed.
Material and labour for fixing of water pressure gauge (0-14 Kg/cm square) 100mm dial size including boring, threading, welding in CI/DI/GI/MS of any sizes and connected with suitable size of MS/CP pipe complete all as specified and directed.
Material and labour for PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundation of brick pillar to support the pipe line including demolition of old PCC and removing the debris from site complete all as specified and as directed.
Material and labour for Brick work with sub class 'B' bricks straight or curved on plan exc. 6m mean radius built in CM (1:4) as in brick pillar of required size and shape to support the pipe line including demolition of old brickwork & removing from site complete all as specified and as directed.
Material and labour for rendering 10 mm thick with cement mortar (1:6) on fair faces of brick work / concrete surfaces, finished the surface even and fair complete all as specified and directed.
Repacking stuffing box of sluice valve spindle including taking apart and reassembling of following sizes complete all as specified and directed.
100 mm bore.
50 mm bore.
Material and labour for GI tubing 'medium grade' with all accessories including bends, elbow, socket and including taking down old unsv GI pipe complete all as specified and directed.
200 mm bore.
15 mm bore of pipe.
20 mm bore of pipe.
25 mm bore of pipe.
40 mm bore of pipe.
80 mm bore of pipe.
100 mm bore of pipe.
Supply, installation and testing flanged ends strainer/dirt box of following sizes with stainless steel mesh suitable for cold water meter to avoid foreign material entering into meter and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/ vertical position, including taking out unsv strainer/dirt box complete all as specified and as directed. Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item.
80 mm bore.
100 mm bore.
50 mm bore.
Supply, fixing, jointing & testing butterfly valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, inserting new one complete all as specified and as directed.
80 mm bore.
100 mm bore.
50 mm bore.
200 mm bore.
250 mm bore.
Contruction of valves pit chamber having internal dimention 90cmx90cmx90cm (internal height) with PCC (1:4:8) using 40mm graded stone aggregate for fdn (15mm thick) 23 cm brick wall in (1:4) 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 13mm thick MS top sheet cover with locking arrangement incl 50mm pad lock with double key arrangement. MS frame mde out of 40x40x6mm thick angle iron incl painting of steel surface with two coats of red oxide primer as finishing coat incl necessary excavation in any type of soil, returning filling in and removal of surplus soil to a distance not exc 50mtrs all as specified and including demolition/ dismantling of exsiting valve chamber complete all as specified and as directed.
M&L for construction of valves pit chamber having dimension 120 cm X 120cm x 120cm (internal height ) using PCC (1:4:8) type D2 (using 40mm graded stone aggregate for foundation 15 cms thick. brick wall 23 cm thick built in CM (1:4), 10mm thick rendering all around the brick with 1: 6 cement mortor, PCC (1:2:4) type B1 (using 20mm graded stone aggergate) as in coping for grouting MS frame including 03mm thick MS top sheet cover with locking arragnement, MS frame made out of 40 X 40X 6mm thick angle iron including painting the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation in any type soil, returning, filling in and removal of surplus soil to a distance not exceeding 50mtrs all as specified and including demolition/ dismantling of exsiting valve chamber complete all as specified and as directed.
Supply & fixing for mild steel work for tank cover of RRC OHT/UG Sump/valve pit cover etc made of MS angle /sheet/flats/channels etc including cutting of top and botttom to required shape as directed,drilling holes & welding work etc and similar works confirming Fe-290,Gde E-165 complete including two coat of synthetic enamel paint over a coat of redoxide primer complete all as specified and as directed.
M&L for painting of sluice valve/NRV 80 to 450 mm dia as per existing colour complete all as specified and as directed.
M&L for painting of Valve Chambar steel portion with synthetic enamel paint of any size.
Supply & fixing HDPE pipes PN-10 in replacement to walls, ceiling, floor or in trenches any types of pipe including fittings & jointing material to the existing of following sizes .
15 mm bore of pipe.
50mm outer dia of pipe.
75mm outer dia of pipe.
100mm outer dia of pipe.
M&L for painting on steel and iron surfaces with two coat of synthetic enamel paint as per existing colour scheme or pattern after preparation of old painted surface of any description over 10cm in width or girth complete all as specified and as directed.
150mm outer dia of pipe.
Supplying & fixing in renewal of unserviceable gear driven pop up sprinkler (full/part), 1 1/4'' inlet, capable dia 28 mtr to 50 mtr 2.8-6.9 bars with a discharge rate of 25.4 - 116 lpm. The sprinkler shall have internal seal -A- matic device which prevents low head drainage (upto 3.1m) & hence puddling & Erosion.The sprinkler shall be capable of both non reversing full circle and part circle operation in the same unit. The sprinkler shall have a non -strippable drive mechanism and permit manual rotation of the pop up stem in any direction. This shall have no effect on either or the derive or the set arc. Once the manual rotation is terminated, the sprinkler shall autoatically return the water stream to its preset arc.The arc adjustment can be performed on both the right and left trip of the sprinkler. The sprinkler shall have rotating nozzel turret indepedent of riser stem.The sprinkler shall have a pressure -activated wiper seal,1"bottom inlet. The body of sprikler shall have a double-wall contraction and made of heavy- duty, UV -resistent plastic.The sprinkler shall have 8 interchangeable nozzles having three ports for optimal close -in, mid -range and long range water distribution.
Supplying & fixing in renewal of unserviceable PP/PE Service Saddle of size 90mm X 1 1/4" metalic complete all as specified and directed.
Supplying & fixing in renewal of unserviceable Brass QCV(Quick coupling valve)/QRC(quick release valve) of size 1-1/4" complete all as specified and directed.
Supply and fixing Rotational moulded polyethylene water storage tanks 500 ltrs, Tripple layers White (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including taking down old unserviceable complete all as specified and directed.
Supply and fixing Rotational moulded polyethylene water storage tanks 1000 ltrs, Tripple layers White (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including taking down old unserviceable complete all as specified and directed.
Supply and fixing Rotational moulded polyethylene water storage tanks 2000 ltrs, Tripple layers White (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including taking down old unserviceable complete all as specified and directed.
Supply and fixing Rotational moulded polyethylene water storage tanks 5000 ltrs, Tripple layers White (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including taking down old unserviceable complete all as specified and directed.
Supply and fixing Rotational moulded polyethylene water storage tanks 10000 ltrs, Tripple layers White (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including taking down old unserviceable complete all as specified and as directed.
Supply, installation and testing Mechanical joint (MJ Collar) of size 80 mm dia, with tyton joint and nut & bolts complete fixing in horizontal/vertical position, including taking out unsv pipe/collar of any type and if required cutting/altration of pipe complete all as specified and as directed.
Supply, installation and testing Mechanical joint (MJ Collar) of size 100 mm dia, with tyton joint and nut & bolts complete fixing in horizontal/vertical position, including taking out unsv pipe/collar of any type and if required cutting/altration of pipe complete all as specified and as directed.
Supply, installation and testing Mechanical joint (MJ Collar) of size 150 mm dia, with tyton joint and nut & bolts complete fixing in horizontal/vertical position, including taking out unsv pipe/collar of any type and if required cutting/altration of pipe complete all as specified and as directed.
Supply, installation and testing Mechanical joint (MJ Collar) of size 200 mm dia, with tyton joint and nut & bolts complete fixing in horizontal/vertical position, including taking out unsv pipe/collar of any type and if required cutting/altration of pipe complete all as specified and as directed.
Supply, installation and testing Mechanical joint (MJ Collar) of size 250 mm dia, with tyton joint and nut & bolts complete fixing in horizontal/vertical position, including taking out unsv pipe/collar of any type and if required cutting/altration of pipe complete all as specified and as directed.
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