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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹36.2 L+₹4.6 L (14.7%)Admitted-Finance 54 10 SHANTI NAGAR NEAR SHINDE CHATRI WANAVADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L2 | Admitted-Finance | |
| 3 | L3₹42.4 L+₹10.9 L (34.5%)Admitted-Finance 7 4 DNYANESH SOCIETY WARJE MALWALDI PUNE 411 058 | PUNE | MAHARASHTRA | 411058 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | L.K.R.TIWARI CONSTRUCTION L1 | M/s.BAJRANG CONSTRUCTION L2 | PRASHANT CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Scooping & taking out sludge, sullage and foreign materials from septic tank, soak wells of any description and depth including removing and refixing of accessories and appliances required for safe disposal of sludge, sullage and foreign materials either by carrying the same in covered van/trolley outside defence land and it should be disposed off at such place which is not determinated to public health.
(Note :- Depth shall be measured for payment after bailing out water and the rate quoted inclusive of cost required for bailing out water.) | 250 | Cum | 180 ₹45,000 | 100 ₹25,000 Lowest | 100 ₹25,000 Lowest |
| 2.00Demolition and breaking up RCC, SWG drain pipes set in cement mortar for the following sizes and removing debris from the site complete all as directed by Engr-in-Charge :- | ||||||
| 2.01 | (a) 150 mm bore | 280 | RM | 12 ₹3,360 | 1.5 ₹420 Lowest | 3 ₹840 |
| 2.02 | (b) 200 mm bore | 350 | RM | 14 ₹4,900 | 2 ₹700 Lowest | 4 ₹1,400 |
| 2.03 | (c.) 250mm dia | 350 | RM | 16 ₹5,600 | 2.5 ₹875 Lowest | 5 ₹1,750 |
| 2.04 | (c.) 300mm dia | 120 | RM | 18 ₹2,160 | 3 ₹360 Lowest | 6 ₹720 |
| 3.00 | Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes etc and getting out in in soft/loose soil. | 380 | Cum | 220 ₹83,600 | 150 ₹57,000 | 120 ₹45,600 Lowest |
| 4.00 | All as per item 3 above but exc 1.5m depth and n. Exc 3.0mtr in depth | 2 | Cum | 240 ₹480 Lowest | 500 ₹1,000 | 400 ₹800 |
| 5.00 | All as per item 3 above but in hard/dense soil, including Road cutting upto 1.5 mtr in depth | 10 | Cum | 270 ₹2,700 Lowest | 500 ₹5,000 | 275 ₹2,750 |
| 6.00 | Excavating over area n. exc 1.5m deep and getting out soft soil | 2 | Cum | 220 ₹440 Lowest | 500 ₹1,000 | 250 ₹500 |
Tender Value
₹49.0 L
EMD Value
₹97,980
Closing Date
28 Jul 2026, 6:00 pmClosed
GE SOUTH PUNE
NO 1 GEN BHAGAT MARG PUNE 40
8864 REPAIR REPLACEMENT AND CLEANING OF MANHOLES SEWAGE LINE SEPTIC TANK SOAKAGE WELL AND CONNECTED MISC BR WORKS AT AICTS NGM OGM FAFA QTRS PCDA O AND NADFM AREA UNDER AGE BR I OF GE SOUTH PUNE
2026_MES_775428_1
8864 GE SOUTH PUNE
Open Tender
Civil Works
Item Rate
180 days
GE SOUTH PUNE
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE SOUTH PUNE
₹97,980
Yes
4 Aug 2026
30 Jun 2026
4 Aug 2026
30 Jun 2026
28 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scooping & taking out sludge, sullage and foreign materials from septic tank, soak wells of any description and depth including removing and refixing of accessories and appliances required for safe disposal of sludge, sullage and foreign materials either by carrying the same in covered van/trolley outside defence land and it should be disposed off at such place which is not determinated to public health.
(Note :- Depth shall be measured for payment after bailing out water and the rate quoted inclusive of cost required for bailing out water.) | 250 | Cum | - | - |
| - | Demolition and breaking up RCC, SWG drain pipes set in cement mortar for the following sizes and removing debris from the site complete all as directed by Engr-in-Charge :- | - | - | - | - |
| 2.01 | (a) 150 mm bore | 280 | RM | - | - |
| 2.02 | (b) 200 mm bore | 350 | RM | - | - |
| 2.03 | (c.) 250mm dia | 350 | RM | - | - |
| 2.04 | (c.) 300mm dia | 120 | RM | - | - |
| 3 | Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes etc and getting out in in soft/loose soil. | 380 | Cum | - | - |
| - | All as per item 3 above but exc 1.5m depth and n. Exc 3.0mtr in depth | 2 | Cum | - | - |
| - | All as per item 3 above but in hard/dense soil, including Road cutting upto 1.5 mtr in depth | 10 | Cum | - | - |
| - | Excavating over area n. exc 1.5m deep and getting out soft soil | 2 | Cum | - | - |
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