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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC GATE NO 454 01 TAPKIR NAGAR PUNE NASIK HIGHWAY NEAR GANDHARV NAGARI MOSHI PUNE 412 105 | PUNE | MAHARASHTRA | 412105 | ₹14.3 L Quoted ₹16.7 L | L1 | Accepted-AOC Being overall reasonable |
| 2 | L2₹19.3 L+₹2.6 L (15.8%)Rejected-Finance | ₹19.3 L+₹2.6 L (15.8%) | L2 | Rejected-Finance Not lowest bidder |
| 3 | L3₹21.9 L+₹5.2 L (31.1%)Rejected-Finance | ₹21.9 L+₹5.2 L (31.1%) | L3 | Rejected-Finance Not lowest bidder |
| 4 | L4₹22.5 L+₹5.8 L (34.7%)Rejected-Finance | ₹22.5 L+₹5.8 L (34.7%) | L4 | Rejected-Finance Not lowest bidder |
| 5 | L5₹22.5 L+₹5.8 L (35.1%)Rejected-Finance | ₹22.5 L+₹5.8 L (35.1%) | L5 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | K.K.Enterprises L5 | Sunhari Electricals L3 | ONKAR ELECTRIC AND GENERAL STORE L1 | SUNIL VEER CONSTRUCTION L2 | BSK Construction L6 | Suraj Sukhdev More L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level all as specified and as directed. | 621 | Cum | 300 ₹1,86,300 | 130 ₹80,730 | 145 ₹90,045 | 120 ₹74,520 Lowest | 200 ₹1,24,200 | 300 ₹1,86,300 |
| 2.00 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 Cm thick soft / loose soil all as specified and as directed. | 466 | Cum | 80 ₹37,280 | 30 ₹13,980 Lowest | 80 ₹37,280 | 100 ₹46,600 | 125 ₹58,250 | 80 ₹37,280 |
| 3.00 | Removing excavated material (Soils) from site to a distance not exc 50 M away and depositing where directed at a level not exc 1.5mtr above the starting point all as specified and as directed. | 155 | Cum | 90 ₹13,950 | 30 ₹4,650 Lowest | 81 ₹12,555 | 100 ₹15,500 | 150 ₹23,250 | 110 ₹17,050 |
| 4.00 | Taking down old unsv DI / GI pipe, joints, bends, elbow, tees, rubber joints upto 100 mm dia complete all as specified and directed by Engr-in-Charge. | 500 | RM | 20 ₹10,000 | 32 ₹16,000 | 9 ₹4,500 Lowest | 200 ₹1,00,000 | 50 ₹25,000 | 100 ₹50,000 |
| 5.00Supplying, 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 including rubber gasket joint (tyton joints) complete all as specified and as directed at site for the following sizes :- NOTE :- Joints shall be measured and paid separetely | |||||||||
| 6.00 | 100 mm bore | 500 | RM | 1,200 ₹6,00,000 | 1,212 ₹6,06,000 | 975 ₹4,87,500 Lowest | 1,300 ₹6,50,000 | 1,000 ₹5,00,000 | 1,750 ₹8,75,000 |
| 7.00Material 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 as directed. | |||||||||
| 8.00 | Upto 150 mm bore | 250 | Kg | 120 ₹30,000 | 100 ₹25,000 Lowest | 120 ₹30,000 | 100 ₹25,000 Lowest | 250 ₹62,500 | 230 ₹57,500 |
| 9.00Material and labour for Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI pipe of following size/bore :- | |||||||||
| 10.00 | 80 mm bore | 8 | Each | 50 ₹400 Lowest | 1,440 ₹11,520 | 120 ₹960 | 100 ₹800 | 500 ₹4,000 | 125 ₹1,000 |
Tender Value
₹23.9 L
EMD Value
₹47,800
Closing Date
15 Apr 2026, 6:00 pmClosed
GE CENTRAL KHADKI
GE CENTRAL KHADKI RANGE HILLS ROAD KHADKI PUNE-411003
SPECIAL REPAIRS/REPLACEMENT OF OLD/RUSTED PIPE LINE SARVATRA VIHAR UNDER GE (CENTRAL) KHADKI.
2026_MES_757499_1
8360/E8 OF 2025-2026
Open Tender
Civil Works
Item Rate
270 days
SARVATRA VIHAR area
Class E Category a(ii)
7 documents required · 7 mandatory
₹500
GE CENTRAL KHADKI
₹47,800
Yes
27 May 2026
24 Mar 2026
17 Apr 2026
24 Mar 2026
15 Apr 2026
8 Apr 2026
24 Mar 2026 - 31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level all as specified and as directed. | - | Cum | - | - |
| - | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 Cm thick soft / loose soil all as specified and as directed. | - | Cum | - | - |
| - | Removing excavated material (Soils) from site to a distance not exc 50 M away and depositing where directed at a level not exc 1.5mtr above the starting point all as specified and as directed. | - | Cum | - | - |
| - | Taking down old unsv DI / GI pipe, joints, bends, elbow, tees, rubber joints upto 100 mm dia complete all as specified and directed by Engr-in-Charge. | - | RM | - | - |
| - | 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 including rubber gasket joint (tyton joints) complete all as specified and as directed at site for the following sizes :-
NOTE :- Joints shall be measured and paid separetely | - | - | - | - |
| - | 100 mm bore | - | RM | - | - |
| - | 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 as directed. | - | - | - | - |
| - | Upto 150 mm bore | - | Kg | - | - |
| - | Material and labour for Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI pipe of following size/bore :- | - | - | - | - |
| - | 80 mm bore | - | Each | - | - |
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