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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC CITY SURVEY NO 111 15 9 VIJAYA NAGAR KALEWADI PUNE 411 017 | PUNE | MAHARASHTRA | 411017 | L1 | Accepted-AOC AOC | |
| 2 | L2₹8.1 L+₹15,516 (1.95%)Rejected-Finance | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹8.5 L+₹50,776 (6.37%)Rejected-Finance | L3 | Rejected-Finance Not Being Lowest | |
| 4 | L4₹8.6 L+₹63,716 (7.99%)Rejected-Finance PR CDA SC PUNE 01 THROUGH AO GE DEHU ROAD | L4 | Rejected-Finance Not Being Lowest | |
| 5 | L5₹9.0 L+₹1.0 L (12.8%)Rejected-Finance | L5 | Rejected-Finance Not Being Lowest |
| Sl No | Description | Qty | Unit | RAMESH PATIL L6 | DINESH CONSTRUTION L3 | M/S B.A. GAIKWAD L5 | S Y Itkar Construction and Company L4 | H S TAKHI L2 | M/S RENUKA CONSTRUCTIONS L1 | KARPE AND SONS CONSTRUCTION L8 | M/S OMKAR DEEPAK DHAVAN L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for excavation in trenches n exc. 1.5m wide and not exc 1.5m in depth and getting out in hard/ Dense soil | 20 | Cum | 500 ₹10,000 | 700 ₹14,000 | 720 ₹14,400 | 650 ₹13,000 | 225 ₹4,500 | 450 ₹9,000 | 800 ₹16,000 | 100 ₹2,000 Lowest |
| 2.00 | Excavation in post holes (or similar hole) each n. exc. 0.5 cum, getting out, returning filling and ramming earth or broken rubble mixed with earth around in layers n. exc. 25cm watering and removing surplus soil to a distance n. exc. 50cm and making good surface in soft and loose soil complete all as specified and directed by Engineer-in-Charge | 14 | Each | 150 ₹2,100 | 300 ₹4,200 | 207 ₹2,898 | 150 ₹2,100 | 90 ₹1,260 Lowest | 450 ₹6,300 | 200 ₹2,800 | 500 ₹7,000 |
| 3.00 | M&L 100 mm thick Cement concrete Type D2 1:4:8 (40mm graded stone aggregate) as in foundationn, filling and mass concrete, complete all as specified and as directed by Engr-in-charge. | 30 | Sqm | 5,500 ₹1,65,000 | 600 ₹18,000 | 810 ₹24,300 | 500 ₹15,000 | 441 ₹13,230 | 360 ₹10,800 | 400 ₹12,000 | 300 ₹9,000 Lowest |
| 4.00 | M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ) as in foundation concrete for post, Fencing post, Vertical poles etc. | 2 | Cum | 6,500 ₹13,000 | 6,000 ₹12,000 | 8,100 ₹16,200 | 4,500 ₹9,000 | 5,400 ₹10,800 | 7,200 ₹14,400 | 4,000 ₹8,000 Lowest | 12,000 ₹24,000 |
| 5.00 | Material and labour for Precast cement concrete block masonry with solid blocks type C1, 1:3:6 (20 mm agg) exc. 10 cm in width and setting in cement mortar 1:6 complete all as specified and as directed by Engr-in-charge. | 23 | Cum | 7,500 ₹1,72,500 | 7,000 ₹1,61,000 | 8,010 ₹1,84,230 | 8,500 ₹1,95,500 | 6,300 ₹1,44,900 Lowest | 9,000 ₹2,07,000 | 9,500 ₹2,18,500 | 7,000 ₹1,61,000 |
| 6.00 | M&L for rendering 15 mm thick on stone/brick masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces ) in cement mortar 1:4 finished even and smooth without using extra cement complete including dobbing coat out complete all as specified and directed by Engr-in-Charge. | 132 | Sqm | 350 ₹46,200 | 330 ₹43,560 | 279 ₹36,828 | 250 ₹33,000 Lowest | 333 ₹43,956 | 360 ₹47,520 | 400 ₹52,800 | 500 ₹66,000 |
| 7.00 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces etc. complete all as specified and directed. | 132 | Sqm | 150 ₹19,800 | 140 ₹18,480 | 207 ₹27,324 | 200 ₹26,400 | 180 ₹23,760 | 117 ₹15,444 Lowest | 200 ₹26,400 | 300 ₹39,600 |
| 8.00 | S&F Rolled Sections, Angle sections as in main cross beams , hip and jack rafters; purlins, where connected to common rafter , posts etc. conf to Fe-410-w(gdeE-250 quality-A) | 1,720 | Kg | 120 ₹2,06,400 | 130 ₹2,23,600 | 144 ₹2,47,680 | 135 ₹2,32,200 | 144 ₹2,47,680 | 108 ₹1,85,760 Lowest | 160 ₹2,75,200 | 155 ₹2,66,600 |
| 9.00 | S & F for Steel work in tubular section trusses, posts, gaurd bars including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161 -1979 grade St.-240 and curved or parabolic shape for trusses, distance places, cleats etc(beam, tee, angle, channel ) etc. complete all as specified and as directed by Engr-In-Charge. | 930 | Kg | 140 ₹1,30,200 | 130 ₹1,20,900 | 144 ₹1,33,920 | 150 ₹1,39,500 | 144 ₹1,33,920 | 108 ₹1,00,440 Lowest | 180 ₹1,67,400 | 155 ₹1,44,150 |
| 10.00 | S & F 0.5mm thick corrugated pre painted / coloured galvalume sheet in roofing fixing all as per manufactures instructions with all fittings and accessories etc complete. | 192 | Sqm | 710 ₹1,36,320 Lowest | 1,050 ₹2,01,600 | 909 ₹1,74,528 | 850 ₹1,63,200 | 810 ₹1,55,520 | 810 ₹1,55,520 | 900 ₹1,72,800 | 1,200 ₹2,30,400 |
Tender Value
₹8.7 L
EMD Value
₹17,484
Closing Date
27 Apr 2026, 6:00 pmClosed
Maj Hridayakumar KV
Garrison Engineer, Dehu Road, Pin - 412101
Provn of open furniture shed at BSO Dehu Road
2026_MES_759287_1
8097
Open Tender
Civil Works
Item Rate
180 days
Dehu Road
As per tender documents
7 documents required · 7 mandatory
₹500
GE Dehu Road
₹17,484
Yes
17 Aug 2026
6 Apr 2026
28 Apr 2026
6 Apr 2026
27 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | M & L for excavation in trenches n exc. 1.5m wide and not exc 1.5m in depth and getting out in hard/ Dense soil | - | Cum | - | - |
| - | Excavation in post holes (or similar hole) each n. exc. 0.5 cum, getting out, returning filling and ramming earth or broken rubble mixed with earth around in layers n. exc. 25cm watering and removing surplus soil to a distance n. exc. 50cm and making good surface in soft and loose soil complete all as specified and directed by Engineer-in-Charge | - | Each | - | - |
| - | M&L 100 mm thick Cement concrete Type D2 1:4:8 (40mm graded stone aggregate) as in foundationn, filling and mass concrete, complete all as specified and as directed by Engr-in-charge. | - | Sqm | - | - |
| - | M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ) as in foundation concrete for post, Fencing post, Vertical poles etc. | - | Cum | - | - |
| - | Material and labour for Precast cement concrete block masonry with solid blocks type C1, 1:3:6 (20 mm agg) exc. 10 cm in width and setting in cement mortar 1:6 complete all as specified and as directed by Engr-in-charge. | - | Cum | - | - |
| - | M&L for rendering 15 mm thick on stone/brick masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces ) in cement mortar 1:4 finished even and smooth without using extra cement complete including dobbing coat out complete all as specified and directed by Engr-in-Charge. | - | Sqm | - | - |
| - | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces etc. complete all as specified and directed. | - | Sqm | - | - |
| - | S&F Rolled Sections, Angle sections as in main cross beams , hip and jack rafters; purlins, where connected to common rafter , posts etc. conf to Fe-410-w(gdeE-250 quality-A) | - | Kg | - | - |
| - | S & F for Steel work in tubular section trusses, posts, gaurd bars including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161 -1979 grade St.-240 and curved or parabolic shape for trusses, distance places, cleats etc(beam, tee, angle, channel ) etc. complete all as specified and as directed by Engr-In-Charge. | - | Kg | - | - |
| - | S & F 0.5mm thick corrugated pre painted / coloured galvalume sheet in roofing fixing all as per manufactures instructions with all fittings and accessories etc complete. | - | Sqm | - | - |
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