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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.9 LAccepted-AOC | ₹95.9 L Quoted ₹99.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 CrRejected-AOC 11 82 GROUND FLOOR BLOCK 11 KALYAN PURI EAST DELHI DELHI 110091 UDYAM DL 02 0083384 | EAST DELHI | DELHI | 110091 | ₹1.0 Cr | L2 | Rejected-AOC NOT L1 |
| 3 | L3₹1.1 CrRejected-AOC FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | ₹1.1 Cr | L3 | Rejected-AOC NOT L1 |
| 4 | L4₹1.1 CrRejected-AOC D 89 SHASTRI NAGAR MEERUT UTTAR PRADESH PIN 250004 | MEERUT | UTTAR PRADESH | 250004 | ₹1.1 Cr | L4 | Rejected-AOC NOT L1 |
| 5 | L5₹1.2 CrRejected-AOC | ₹1.2 Cr | L5 | Rejected-AOC NOT L1 |
| Sl No | Description | Qty | Unit | M/S jvsr constructions L3 | M/S G.N.POWAR L1 | MOHAN LAL GUPTA L4 | M/s. R.S. LAWANDE L5 | Bharat Sales Corporation L2 | Shree Ayyappa Engineering L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Taking down old CI/GI/DI tubing and connection from the trenches / floor or walls of the following sizes complete all as specified and as directed :- Note :- Excavation & earth work will be measured and paid separately under the relevant items of this Schedule. | |||||||||
| 1.01 | 200 mm bore size | 300 | RM | 180 ₹54,000 | 80 ₹24,000 | 200 ₹60,000 | 95 ₹28,500 | 130 ₹39,000 | 100 ₹30,000 |
| 1.02 | 150mm bore size | 330 | RM | 144 ₹47,520 | 60 ₹19,800 | 150 ₹49,500 | 88 ₹29,040 | 90 ₹29,700 | 100 ₹33,000 |
| 1.03 | 100mm bore size | 270 | RM | 108 ₹29,160 | 50 ₹13,500 | 100 ₹27,000 | 74 ₹19,980 | 70 ₹18,900 | 100 ₹27,000 |
| 1.04 | 80mm bore size | 2,260 | RM | 81 ₹1.8 L | 45 ₹1.0 L | 80 ₹1.8 L | 65 ₹1.5 L | 40 ₹90,400 | 75 ₹1.7 L |
| 1.05 | 50/40mm bore size | 1,399 | RM | 45 ₹62,955 | 40 ₹55,960 | 60 ₹83,940 | 32 ₹44,768 | 20 ₹27,980 | 25 ₹34,975 |
| 1.06 | 25 mm bore size | 1,795 | RM | 18 ₹32,310 | 30 ₹53,850 | 30 ₹53,850 | 29 ₹52,055 | 10 ₹17,950 | 25 ₹44,875 |
| 2.00Supplying and laying in trenches CPVC Tubing SDR 11 pipes & plain CPVC SDR 11 fittings with all fitting and fixtures laid in trenches complete all as specified and directed of the following sizes :- Note: All CPVC Fittings bend ,elbow, tee ,nipple, union ,reducer etc inclusive in quoted item rate. | |||||||||
| 2.01 | (a) 50 mm bore | 260 | RM | 603 ₹1.6 L | 720 ₹1.9 L | 550 ₹1.4 L | 690 ₹1.8 L | 700 ₹1.8 L | 750 ₹1.9 L |
| 2.02 | (b) 40 mm bore | 1,139 | RM | 405 ₹4.6 L | 520 ₹5.9 L | 350 ₹4.0 L | 398 ₹4.5 L | 440 ₹5.0 L | 445 ₹5.1 L |
Updated dates
Tender Value
₹1.4 Cr
EMD Value
₹2.1 L
Closing Date
26 Mar 2026, 6:00 pmClosed
COL SAIKAT DE CWE NAVY VASCO
CWE NAVY VASCO VASCO DA GAMA GOA 403802
SPECIAL REPAIR FOR REPLACEMENT OF DETERIORATED WATER PIPE LINE TO CPVC AT HANSA VIHAR AND SOUTH OF RUNWAY FROM MI ROOM TO WARDROOM AT INS HANSA UNDER GE (NW) VASCO
2026_MES_753294_1
86060
Open Tender
Civil Works
Vasco
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
GE (NW) Vasco
₹2.1 L
Yes
30 Apr 2026
19 Feb 2026
28 Mar 2026
19 Feb 2026
26 Mar 2026
12 Mar 2026
Taking down old CI/GI/DI tubing and connection from the trenches / floor or walls of the following sizes complete all as specified and as directed :- Note :- Excavation & earth work will be measured and paid separately under the relevant items of this Schedule.
200 mm bore size
150mm bore size
100mm bore size
80mm bore size
50/40mm bore size
25 mm bore size
Supplying and laying in trenches CPVC Tubing SDR 11 pipes & plain CPVC SDR 11 fittings with all fitting and fixtures laid in trenches complete all as specified and directed of the following sizes :- Note: All CPVC Fittings bend ,elbow, tee ,nipple, union ,reducer etc inclusive in quoted item rate.
(a) 50 mm bore
(b) 40 mm bore
Supply and fix in wall/ceiling CPVC Tubing SDR 11 pipes & plain CPVC SDR 11 fittings with all fitting and fixtures fixed on wall/ceiling or laid in floor complete all as specified and directed of the following sizes :-
(a) 25 mm bore
Supplying and laying in trenches CPVC Tubing Schedule 80 pipes & plain CPVC Schedule 80 fittings with all fitting and fixtures laid in trenches complete all as specified and directed of the following sizes :- Note: All CPVC Fittings bend ,elbow, tee ,nipple, union ,reducer etc inclusive in quoted item rate.
(a) 80 mm bore
(b) 100 mm bore
(c) 150 mm bore
Supply and fix CPVC Ball valve with all fitting and fixtures complete all as specified and directed of the following sizes
(a) 50 mm bore
(b) 40 mm bore`
(c) 25 mm bore
Supply and fix cast iron sluice valve of 80 mm bore with both end flanged with iron wheel handle for clockwise closing brass spindle heavy duty PN-1.6 class conforming to IS-14846/2000 including gasket joint nuts, bolts & washers all as requirement of site all as specified and directed by Engr in charge.
Supply and fix cast iron sluice valve of 100 mm bore with both end flanged with iron wheel handle for clockwise closing brass spindle heavy duty PN-1.6 class conforming to IS-14846/2000 including gasket joint nuts, bolts & washers all as requirement of site all as specified and directed by Engr in charge.
Excavation in trenches n.exc 1.5m wide & n.exc 1.5m in depth getting out in Hard/dense soil for laying & removing of pipes of any sizes and type complete all as specified and as directed.
Returning filling in excavated earth work including spreading, leveling, watering and well ramming in layers n.exc 25cm thick in any strata
Removing excavated soil to a distance n.exc 50m, depositing where directed at a level n.exc 1.5M above the starting point
Material and labour for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate including use and waste of form work / using as coping / flooring / any description all as directed.
Material and labour for cement concrete type C2 (1 : 3 : 6 ) using 40mm graded stone aggregate for filling across road cuttings and path ways repairing work etc as mass concrete all as directed by Engineer-in-charge.
Cutting existing header /pipe for 50 mm size and making connection & welding for 50-80 mm size making good the leak proof joint complete all as specified and directed.
Excavation in trenches by cutting of road crossing/PCC hard standing, under boundary wall for laying of pipe/cable all as directed by Engr-in-Charge.
Supply and laying GI Tube medium grade with all fitting laid in trenches of 80 mm bore complete all as specified and directed by Engr-in-charge
Material and labour for Ductile iron pipes class K-9 of standard length spigot and socket ends push type joint with rubber gasket as jointing material, internal cement mortar coating and external surface with bituminious paint ISI marked of size 200 mm bore complete all as specified and directed by Engr-in-charge
Material and labour for fixing in repairs DI specials such as Cast Iron bends (any type, radius and angle), tapers ( any type i.e. straight, bend, increasing or decreasing or double socket etc) Tee pieces single branch, 'Y' junction, double branch, cross, collar, caps, connecting pieces up to 200 mm dia.
Supply and lay ready to use materials for repairing pot holes in flexible roads(Bituminous roads), modified all weather bitumen paste in liquid asphalt with chemical , anti stripping agents, graded aggregate and additives can be used in temperature in the range of 0 to 50 degree centigrade all as specified and directed by Engr-in-charge.
Material and labour for pre -cast solid block cement concrete 1:3:6 type C-1, (20 mm graded stone aggregate) masonry with solid blocks built in cement mortar 1:4 for construction of valve pit size 600x600x600 mm (from top of PCC to bottom of cover ) including excavation in any type of soil returning, filling around foundation are removal of surplus soil to a distance not exceeding 50 mtr PCC 1:4:8 type D2 in foundation brick work in cement mortar 1:6 ,10 mm thick plaster in cement mortar 1:4 to internal surface covered pit with MS sheet cover 3 mm thick with locking arrangement handle fixing arrangement and painting with oil paint two coat over a coat of red oxide primer including dismantling of existing valve pit complete all as specified and directed.
Material and labour for pre -cast solid block cement concrete 1:3:6 type C-1, (20 mm graded stone aggregate) masonry with solid blocks built in cement mortar 1:4 for construction of valve pit size (900x900x900 mm) (from top of PCC to bottom of cover ) including excavation in any type of soil returning, filling around foundation are removal of surplus soil to a distance not exceeding 50 mtr PCC 1:4:8 type D2 in foundation brick work in cement mortar 1:6 ,10 mm thick plaster in cement mortar 1:4 to internal surface covered pit with MS sheet cover 3 mm thick with locking arrangement handle fixing arrangement and painting with oil paint two coat over a coat of red oxide primer including dismantling of existing valve pit complete all as specified and directed
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