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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹41.5 LAccepted-Finance | L-1 | Accepted-Finance Being L-1 Bidder | |
| 2 | L-2₹41.9 L+₹39,730 (0.96%)Rejected-Finance | L-2 | Rejected-Finance Being Other than L-1 Bidder | |
| 3 | L-3₹42.7 L+₹1.2 L (2.82%)Rejected-Finance | L-3 | Rejected-Finance Being Other than L-1 Bidder | |
| 4 | L-4₹42.9 L+₹1.3 L (3.18%)Rejected-Finance FLAT NO 301 PEARL APARTMENT PLOT NO 121 SECTOR 8A AIROLI NAVI MUMBAI 400708 | NAVI MUMBAI | THANE | MAHARASHTRA | 400708 | L-4 | Rejected-Finance Being Other than L-1 Bidder | |
| 5 | L-5₹44.0 L+₹2.4 L (5.86%)Rejected-Finance | L-5 | Rejected-Finance Being Other than L-1 Bidder |
| Sl No | Description | Qty | Unit | M/S JAGANNATH SASMAL L7 | R J ENTERPRISES L4 | M/S. KISHAN ENGINEERING L3 | M/s M M Engineering Systems L1 | M/S S. N. ENTERPRISES L5 | M/s Bapujee Builders and Traders L2 | VIRAN group L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation of trenches in any type of soil n.exc 1.5 M wide and exc 1.5 to 3.0 M in depth for taking out/laying of pipe lines and getting out forming bottom surfaces to required gradients complete all as specified and as directed. | 324 | Cum | 445 ₹1,44,180 | 451 ₹1,46,124 | 435 ₹1,40,940 | 420 ₹1,36,080 | 450 ₹1,45,800 | 430 ₹1,39,320 | 400 ₹1,29,600 Lowest |
| 2.00 | Returning, filling in and including spreading, leveling, watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed | 280 | Sqm | 305 ₹85,400 | 300 ₹84,000 | 265 ₹74,200 | 250 ₹70,000 Lowest | 320 ₹89,600 | 260 ₹72,800 | 250 ₹70,000 Lowest |
| 3.00 | Removing excavated surplus materials to a distance not exceeding 50 Mtrs and deposited where directed at a level not exceeding 1.5 Mtr. Above starting point complete all as specified and directed. | 44 | Cum | 345 ₹15,180 | 348 ₹15,312 | 320 ₹14,080 | 300 ₹13,200 Lowest | 355 ₹15,620 | 310 ₹13,640 | 300 ₹13,200 Lowest |
| 4.00 | M& L for MS/CI/DI fittings up to 300 mm bore such as collar, bends (any type radius, any angle, double end socketted or double flanged or spigot & socket, tail pieces (all socketed or all flanged with an equal & other end tapering bellmouth or flanged plates, connecting pieces straight (both end flanged or socketed of socket & flanged & spigot ends or bellmouth tailpieces (one end flanged & other end spigot or socket or tapering as bell mouth or flanged) caps blank flanges heavy duty suitable for mechanical joint / flanged joint with and incl taking down old fitting of any type and any size complete all as specified and directed. | 150 | Kg | 900 ₹1,35,000 | 900 ₹1,35,000 | 850 ₹1,27,500 | 700 ₹1,05,000 Lowest | 875 ₹1,31,250 | 800 ₹1,20,000 | 899 ₹1,34,850 |
| 5.00 | Supply, laying, jointing & testing of 300 mm dia DI Type K-7 pipe with flange ends, with cement morter zinc coated out side as per IS 8329/2000 in standard length suitable for and including gasket and fastners, laid in trenches complete all as specified and directed by Engr in charge.
(Excavation and earth work, DI specials will be measured and paid seperately) | 600 | RM | 7,500 ₹45,00,000 | 6,425 ₹38,55,000 | 6,450 ₹38,70,000 | 6,330 ₹37,98,000 Lowest | 6,590 ₹39,54,000 | 6,350 ₹38,10,000 | 7,500 ₹45,00,000 |
| 6.00 | M &L rubber Tyton joints to spigot and socket pipe of bore 300 mm dia complete all as specified and directed. | 125 | Each | 475 ₹59,375 | 400 ₹50,000 | 350 ₹43,750 | 250 ₹31,250 Lowest | 485 ₹60,625 | 300 ₹37,500 | 499 ₹62,375 |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
3 Sept 2026, 6:00 pmClosed
GARRISON ENGINEER I GOS
GARRISON ENGINEER I GOPALPUR MILITARY STATION PO GOLABANDHA DIST GANJAM ODISHA 761052
AADN /ALTN MAIN SUPPLY WATER PIPE LINE 300 MM DI PIPE AT VUP LOCATION NATIONAL HIGHWAY KALIBALLI JUNCTION AT EXTENSION OF ROAD BY NHAI UNDER GE (I) GOS
2026_MES_782530_1
GE/GOS/TOK/117 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GOS
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER I GOS
₹80,000
8 Oct 2026
3 Aug 2026
10 Sept 2026
3 Aug 2026
3 Sept 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of trenches in any type of soil n.exc 1.5 M wide and exc 1.5 to 3.0 M in depth for taking out/laying of pipe lines and getting out forming bottom surfaces to required gradients complete all as specified and as directed. | 324 | Cum | - | - |
| 2 | Returning, filling in and including spreading, leveling, watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed | 280 | Sqm | - | - |
| 3 | Removing excavated surplus materials to a distance not exceeding 50 Mtrs and deposited where directed at a level not exceeding 1.5 Mtr. Above starting point complete all as specified and directed. | 44 | Cum | - | - |
| 4 | M& L for MS/CI/DI fittings up to 300 mm bore such as collar, bends (any type radius, any angle, double end socketted or double flanged or spigot & socket, tail pieces (all socketed or all flanged with an equal & other end tapering bellmouth or flanged plates, connecting pieces straight (both end flanged or socketed of socket & flanged & spigot ends or bellmouth tailpieces (one end flanged & other end spigot or socket or tapering as bell mouth or flanged) caps blank flanges heavy duty suitable for mechanical joint / flanged joint with and incl taking down old fitting of any type and any size complete all as specified and directed. | 150 | Kg | - | - |
| 5 | Supply, laying, jointing & testing of 300 mm dia DI Type K-7 pipe with flange ends, with cement morter zinc coated out side as per IS 8329/2000 in standard length suitable for and including gasket and fastners, laid in trenches complete all as specified and directed by Engr in charge.
(Excavation and earth work, DI specials will be measured and paid seperately) | 600 | RM | - | - |
| 6 | M &L rubber Tyton joints to spigot and socket pipe of bore 300 mm dia complete all as specified and directed. | 125 | Each | - | - |
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