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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr Quoted ₹1.9 Cr | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹1.9 CrRejected-Finance | ₹1.9 Cr | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹2.0 CrRejected-Finance FLAT NO B 205 S NO 296 2 DIVINE HOMES PORWAL ROAD LOHEGAON PUNE 411047 | PUNE | MAHARASHTRA | 411047 | ₹2.0 Cr | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹2.1 CrRejected-Finance SHOP NO 18 1ST FLOOR NORTH LAND BUILDING SECTOR NO 1 BACK SIDE OF BANK OF MAHARASHTRA INDRAYANI NAGAR BHOSARI PUNE 411039 | PUNE | MAHARASHTRA | 411039 | ₹2.1 Cr | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹2.1 CrRejected-Finance | ₹2.1 Cr | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | Shri Sant Cosntruction L2 | SHAH BUILDERS L5 | tulsani associates L6 | BSK Construction L3 | ShreHari Civil Enginneering and Contractors L4 | om construction L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out Hard/dense soil all as specified and directed. | 451 | Sqm | 150 ₹67,650 | 50 ₹22,550 | 130 ₹58,630 | 30 ₹13,530 | 10 ₹4,510 | 52 ₹23,452 |
| 2.00Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying of cable / pole etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting it out of the following strata:- | |||||||||
| 2.01 | (a) Soft/loose soil | 271.8 | Cum | 250 ₹67,950 | 180 ₹48,924 | 270 ₹73,386 | 200 ₹54,360 | 100 ₹27,180 | 75 ₹20,385 |
| 2.02 | (b) Hard/dense soil | 74.5 | Cum | 300 ₹22,350 | 270 ₹20,115 | 360 ₹26,820 | 250 ₹18,625 | 150 ₹11,175 | 81 ₹6,034.50 |
| 2.03 | (c) Soft/disintegrated rock | 50.2 | Cum | 500 ₹25,100 | 1,440 ₹72,288 | 750 ₹37,650 | 300 ₹15,060 | 250 ₹12,550 | 150 ₹7,530 |
| 3.00 | Returning filling in, including spreading,leveling, watering & well ramming in layers n. exc. 25cm thick for any type of soil/rock. all as specified and directed by Engr-in-charge. | 337.1 | Cum | 100 ₹33,710 | 70 ₹23,597 | 80 ₹26,968 | 150 ₹50,565 | 75 ₹25,282.50 | 71 ₹23,934.10 |
| 4.00 | Removing excavated in any soil/rock/strata to distance not exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 104.5 | CUM | 100 ₹10,450 | 100 ₹10,450 | 100 ₹10,450 | 220 ₹22,990 | 90 ₹9,405 | 71 ₹7,419.50 |
| 5.00 | M&L for providing and injecting chemical emulsion for post construction anti termite treatment along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 ltr per sqm of the vertical surface of the sub structure to a depth of 300mm including excavating channel along the wall and rodding etc all as specified and directed. | 294 | Sqm | 100 ₹29,400 | 230 ₹67,620 | 70 ₹20,580 | 200 ₹58,800 | 75 ₹22,050 | 275 ₹80,850 |
| 6.00 | M&L for Treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors | 1,040 | Sqm | 500 ₹5.2 L | 90 ₹93,600 | 150 ₹1.6 L | 220 ₹2.3 L | 65 ₹67,600 | 210 ₹2.2 L |
| 7.00 | M&l for PCC type D-2(1:4:8) using 40mm graded crushed stone aggregate as mass conc and filling of foundation all as specfed and drected. | 2 | Cum | 4,000 ₹8,000 | 3,600 ₹7,200 | 5,200 ₹10,400 | 3,500 ₹7,000 | 4,000 ₹8,000 | 3,461 ₹6,922 |
Updated dates
Tender Value
₹2.0 Cr
EMD Value
₹2.7 L
Closing Date
30 Apr 2026, 6:00 pmClosed
Kiran Gajrani, IDSE
Commander Works Engineers (AF), Lohegaon, Pune-411032
ADDN ALTN TO LIVING IN BLOCK IN OFFICERS MESS AT 2 WINGS AFS UNDER GE (AF) LOHEGAON PUNE
2026_MES_758242_1
81995/E8
Open Tender
Civil Works
300 days
GE AF Lohegaon
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
GE AF Lohegaon
₹2.7 L
Yes
5 Jun 2026
28 Mar 2026
7 May 2026
28 Mar 2026
30 Apr 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out Hard/dense soil all as specified and directed. | - | Sqm | - | - | |
Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying of cable / pole etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting it out of the following strata:- | - | - | - | - | |
(a) Soft/loose soil | - | Cum | - | - | |
(b) Hard/dense soil | - | Cum | - | - | |
(c) Soft/disintegrated rock | - | Cum | - | - | |
Returning filling in, including spreading,leveling, watering & well ramming in layers n. exc. 25cm thick for any type of soil/rock. all as specified and directed by Engr-in-charge. | - | Cum | - | - | |
Removing excavated in any soil/rock/strata to distance not exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | - | CUM | - | - | |
M&L for providing and injecting chemical emulsion for post construction anti termite treatment along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 ltr per sqm of the vertical surface of the sub structure to a depth of 300mm including excavating channel along the wall and rodding etc all as specified and directed. | - | Sqm | - | - | |
M&L for Treatment of soil under existing floors using emulsion @ one litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floors | - | Sqm | - | - | |
M&l for PCC type D-2(1:4:8) using 40mm graded crushed stone aggregate as mass conc and filling of foundation all as specfed and drected. | - | Cum | - | - |
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