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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.6 LAccepted-AOC 25 13 1 AMBEGAON PATHAR PUNE 411046 | PUNE | MAHARASHTRA | 411046 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹41.5 L+₹5.0 L (13.7%)Rejected-Finance N A | NA | NA | 121004 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹47.3 L+₹10.8 L (29.6%)Rejected-Finance | L3 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | Sai Construction L1 | J P ASSOCIATES L2 | SAGAR ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard dence soil complete all as specified and directed. | 27 | Cum | 360 ₹9,720 | 280 ₹7,560 Lowest | 400 ₹10,800 |
| 2.00 | Removing excavated soil exc. 50m and depositing where directed at a level not exc. 1.5 m complete all as specified and directed. | 13 | Cum | 315 ₹4,095 Lowest | 400 ₹5,200 | 500 ₹6,500 |
| 3.00 | M & L for Hardcore of broken stones or boulders of guage not exc 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed. | 3 | Cum | 1,440 ₹4,320 Lowest | 1,450 ₹4,350 | 2,000 ₹6,000 |
| 4.00 | M & L for cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed | 2.5 | Cum | 4,500 ₹11,250 | 3,600 ₹9,000 Lowest | 4,000 ₹10,000 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 13 | Cum | 135 ₹1,755 | 80 ₹1,040 Lowest | 250 ₹3,250 |
| 6.00 | M&L for Pre-cast cement concrete block masonry with solid blocks type C1, exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified and directed | 25 | Cum | 4,410 ₹1,10,250 | 4,200 ₹1,05,000 Lowest | 5,200 ₹1,30,000 |
| 7.00 | M & L precast cement concrete Type B0 1:2:4 (12.5mm graded aggregate) louvres and jallies, 40 mm thick (measured solid), in cluding all mould- ings complete all as specified and directed | 50 | Sqm | 450 ₹22,500 Lowest | 850 ₹42,500 | 1,000 ₹50,000 |
| 8.00 | M & L for Formwork to sides of columns/beams (squar/rectangular) complete all as specified and directed. | 40 | Sqm | 180 ₹7,200 Lowest | 320 ₹12,800 | 400 ₹16,000 |
| 9.00 | M & L for cement concrete Type B0 1:2:4 (20 mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles andthroating, complete all as specified and directed. | 3 | cum | 4,500 ₹13,500 Lowest | 4,800 ₹14,400 | 4,600 ₹13,800 |
| 10.00 | S & F Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed | 150 | kg | 72 ₹10,800 Lowest | 85 ₹12,750 | 82 ₹12,300 |
Tender Value
₹48.8 L
EMD Value
₹97,640
Closing Date
9 Mar 2026, 6:00 pmClosed
GE NORTH PUNE
Garrison Engineer North General Cariappa Marg Camp Pune - 411001
GE (N) P/TOKEN- 85 OF 2025-2026 SPL REPAIR TO BLDG NO P-10 (OFFICERS MD ACCN)AT NIRMAN VIHAR UNDER AGE B/R CENTRAL OF GE(NORTH) PUNE
2026_MES_752958_1
GE (N) P/TOKEN- 85 OF 2025-2026
Open Tender
Civil Works
Item Rate
270 days
GE NORTH PUNE
Refer tender documents.
8 documents required · 8 mandatory
₹500
GE NORTH PUNE
₹97,640
Yes
22 Jul 2026
16 Feb 2026
11 Mar 2026
16 Feb 2026
9 Mar 2026
2 Mar 2026
17 Feb 2026 - 21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard dence soil complete all as specified and directed. | 27 | Cum | - | - |
| 2 | Removing excavated soil exc. 50m and depositing where directed at a level not exc. 1.5 m complete all as specified and directed. | 13 | Cum | - | - |
| 3 | M & L for Hardcore of broken stones or boulders of guage not exc 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed. | 3 | Cum | - | - |
| 4 | M & L for cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed | 2.5 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 13 | Cum | - | - |
| 6 | M&L for Pre-cast cement concrete block masonry with solid blocks type C1, exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified and directed | 25 | Cum | - | - |
| 7 | M & L precast cement concrete Type B0 1:2:4 (12.5mm graded aggregate) louvres and jallies, 40 mm thick (measured solid), in cluding all mould- ings complete all as specified and directed | 50 | Sqm | - | - |
| 8 | M & L for Formwork to sides of columns/beams (squar/rectangular) complete all as specified and directed. | 40 | Sqm | - | - |
| 9 | M & L for cement concrete Type B0 1:2:4 (20 mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles andthroating, complete all as specified and directed. | 3 | cum | - | - |
| 10 | S & F Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed | 150 | kg | - | - |
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