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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-Finance 26 8 2 PUNE MUMBAI ROAD OPP B U BHANDARI SHOWROOM EKTA PARK SOCIETY WAKDEWADI PUNE 411 003 | PUNE | MAHARASHTRA | 411003 | ₹7.0 L | L1 | Accepted-Finance Being Lowest L1 |
| 2 | L2₹7.4 L+₹37,205 (5.28%)Accepted-Finance | ₹7.4 L+₹37,205 (5.28%) | L2 | Accepted-Finance Not being lowest |
| 3 | L3₹7.9 L+₹88,808 (12.6%)Accepted-Finance FLAT NO 107 C WING SKYWAYS SERENO LOHEGAON PUNE 411 047 | PUNE | PUNE | MAHARASHTRA | 411047 | ₹7.9 L+₹88,808 (12.6%) | L3 | Accepted-Finance Not being lowest |
| Sl No | Description | Qty | Unit | vishalconstruction L1 | G B INFRASTRUCTURES L2 | Mukund Engineers and Contractors L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L precast solid block masonry of block 1:3:6 type C-1 wall exceeding 10 cm in width and built in cement mortar 1:6 complete all as specified and directed. | 13.45 | Cum | 5,000 ₹67,250 Lowest | 5,200 ₹69,940 | 7,000 ₹94,150 |
| 2.00 | M&L rendering 15mm thick on stone masonry/Block masonry surfaces in CM 1:6 finished even and smooth without using extra cement on irregular face of walls in CM 1:6 complete all as specified and directed. | 77 | Sqm | 350 ₹26,950 | 300 ₹23,100 Lowest | 340 ₹26,180 |
| 3.00 | Excavation in trenches n.exc 1.50m wide and n exc 1.50m in depth for foundation, man hole etc and getting out in soft/loose soil | 32 | Cum | 320 ₹10,240 Lowest | 350 ₹11,200 | 430 ₹13,760 |
| 4.00 | M &L RCC Foundations, type B1 (1:2:4) (20MM graded aggregate) including rafts,footings, foundation beams; plinth beams; bases forcolumns, etc.; basement slabs, under-reamed piles and mass concrete complete all spd and directed.
(Steel will be measured seperately) | 4.7 | Cum | 6,500 ₹30,550 Lowest | 7,500 ₹35,250 | 7,900 ₹37,130 |
| 5.00 | M &L RCC type B1 (1:2:4) (20MM graded aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 2.3 | Cum | 6,500 ₹14,950 Lowest | 7,500 ₹17,250 | 7,900 ₹18,170 |
| 6.00 | M &L RCC type B1 (1:2:4) (20MM graded aggregate) in Columns, pillars, piers, posts and struts complete all as specified and directed. | 1.8 | Cum | 6,500 ₹11,700 Lowest | 8,000 ₹14,400 | 8,800 ₹15,840 |
| 7.00 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter all as specified and directed. | 27 | Sqm | 300 ₹8,100 Lowest | 450 ₹12,150 | 560 ₹15,120 |
| 8.00 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. all as specified and directed. | 17 | Sqm | 300 ₹5,100 Lowest | 450 ₹7,650 | 560 ₹9,520 |
| 9.00 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions all as specified and directed. | 21 | Sqm | 300 ₹6,300 Lowest | 450 ₹9,450 | 560 ₹11,760 |
| 10.00 | M&L for PCC type D2 (1:4:8) using 40mm graded aggregate Cement concrete in foundations, filling and mass concrete all as specified and directed. | 3.72 | Cum | 3,500 ₹13,020 | 4,000 ₹14,880 | 2,900 ₹10,788 Lowest |
Tender Value
₹9.3 L
EMD Value
₹18,656
Closing Date
8 Jul 2026, 6:00 pmClosed
Shri Vikas Tanwar, IDSE, GE (CME) Khadki
Garrison Engineer (CME) Khadki, Phugewadi, Dapodi, Pune
PROVN OF VIEW CUTTER NEAR HQ BLDG. (P-194) AND STORAGE SHED FOR REPAIRABLE FORNITURE AT BSO FURNITURE YARD AT CME
2026_MES_771196_1
8695/E8
Open Tender
Civil Works
Item Rate
120 days
Garrison Engineer (CME) Khadki, Phugewadi, Dapodi
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer (CME) Khadki
₹18,656
Yes
31 Aug 2026
10 Jun 2026
10 Jul 2026
10 Jun 2026
8 Jul 2026
25 Jun 2026
11 Jun 2026 - 24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L precast solid block masonry of block 1:3:6 type C-1 wall exceeding 10 cm in width and built in cement mortar 1:6 complete all as specified and directed. | 13.45 | Cum | 10,000 | ₹1,34,500 |
| 2 | M&L rendering 15mm thick on stone masonry/Block masonry surfaces in CM 1:6 finished even and smooth without using extra cement on irregular face of walls in CM 1:6 complete all as specified and directed. | 99 | Sqm | 10,000 | ₹9,90,000 |
| 3 | Excavation in trenches n.exc 1.50m wide and n exc 1.50m in depth for foundation, man hole etc and getting out in soft/loose soil | 32 | Cum | 12,000 | ₹3,84,000 |
| 4 | M &L RCC Foundations, type B1 (1:2:4) (20MM graded aggregate) including rafts,footings, foundation beams; plinth beams; bases forcolumns, etc.; basement slabs, under-reamed piles and mass concrete complete all spd and directed.
(Steel will be measured seperately) | 4.7 | Cum | 25,000 | ₹1,17,500 |
| 5 | M &L RCC type B1 (1:2:4) (20MM graded aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 2.3 | Cum | 8,500 | ₹19,550 |
| 6 | M &L RCC type B1 (1:2:4) (20MM graded aggregate) in Columns, pillars, piers, posts and struts complete all as specified and directed. | 1.8 | Cum | 5,000 | ₹9,000 |
| 7 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter all as specified and directed. | 27 | Sqm | 5,000 | ₹1,35,000 |
| 8 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. all as specified and directed. | 17 | Sqm | 8,000 | ₹1,36,000 |
| 9 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions all as specified and directed. | 21 | Sqm | 12,000 | ₹2,52,000 |
| 10 | M&L for PCC type D2 (1:4:8) using 40mm graded aggregate Cement concrete in foundations, filling and mass concrete all as specified and directed. | 3.72 | Cum | 15,000 | ₹55,800 |
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