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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.5 LAccepted-AOC 6 U 34 JAWAHAR NAGAR SRI GANGANAGAR SRI GANGANAGAR RAJASTHAN 335001 | GANGANAGAR | RAJASTHAN | 335001 | L1 | Accepted-AOC Eligible | |
| 2 | L2₹51.6 L+₹3.3 L (6.91%)Rejected-AOC 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L2 | Rejected-AOC Not eligible | |
| 3 | L3₹52.8 L+₹4.6 L (9.45%)Rejected-AOC PLOT NO 46 WARD NO 08 OPPOSITE RADIO TOWER SAGAR ROAD TILAK NAGAR BIKANER 334003 RAJ | BIKANER | BIKANER | RAJASTHAN | 334003 | L3 | Rejected-AOC Not eligible | |
| 4 | L4₹55.5 L+₹7.2 L (14.9%)Rejected-AOC | L4 | Rejected-AOC Not eligible |
| Sl No | Description | Qty | Unit | Beenu Co. Company L2 | M/S ASHRAFI CONSTRUCTION CO L4 | M/S BUDHRAM BISHNOI L3 | ANKIT JINDAL AND COMPANY L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (unreinforced) in ground floor and paving n exc. 15 cm thickness (below or above ground level) and removing debris Outside MOD land complete all as specified & directed. | 16.25 | Cum | 150 ₹2,437.5 Lowest | 350 ₹5,687.5 | 229 ₹3,721.25 | 650 ₹10,562.5 |
| 2.00 | Demolition of RCC of any description and in any position not other wise specially provided for and removing debris Outside MOD land complete all as specified & directed. | 0.85 | Cum | 400 ₹340 Lowest | 550 ₹467.5 | 599 ₹509.15 | 1,700 ₹1,445 |
| 3.00 | Material and labour reinforced cement concerete 1:2:4, type B-1 (nominal mix) using 20mm graded crushed stone aggregate) as in slabs supported on walls, beams, columns, shelves and like complete all as specified & directed. | 0.35 | Cum | 5,800 ₹2,030 Lowest | 8,000 ₹2,800 | 7,529 ₹2,635.15 | 7,100 ₹2,485 |
| 4.00 | M & L for RCC 1:2:4 Type B0 (nominal mix) using 12.5mm graded aggregate as in beams, lintel bands, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge. | 0.5 | Cum | 5,800 ₹2,900 Lowest | 8,500 ₹4,250 | 7,529 ₹3,764.5 | 8,000 ₹4,000 |
| 5.00 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge | 4 | Sqm | 300 ₹1,200 | 270 ₹1,080 Lowest | 429 ₹1,716 | 470 ₹1,880 |
| 6.00 | M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge | 10 | Sqm | 250 ₹2,500 Lowest | 300 ₹3,000 | 429 ₹4,290 | 450 ₹4,500 |
| 7.00 | M&L TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders 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 | 50 | Kg | 110 ₹5,500 | 110 ₹5,500 | 99 ₹4,950 | 80 ₹4,000 Lowest |
| 8.00 | Material and labour mild steel TMT Bars 10mm dia and over cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (annealed) not less that 0.90 mm dia or securing with clips complete all as specified and directed. | 110 | KG | 110 ₹12,100 | 100 ₹11,000 | 99 ₹10,890 | 75 ₹8,250 Lowest |
| 9.00 | M & L 75mm thick PCC1:3:6 type C-2 ( using 20mm graded aggregate) thick as in plinth protection surface finished even & smooth without using extra cement including making joints and laid in alternet bay complete all as specified and directed by Engineer-in-Charge. | 110 | Sqm | 250 ₹27,500 Lowest | 260 ₹28,600 | 279 ₹30,690 | 340 ₹37,400 |
| 10.00 | M & L 25mm thick PCC (1:2:4) type B-0 ( using 12.5mm graded aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. | 320 | Sqm | 98 ₹31,360 Lowest | 225 ₹72,000 | 119 ₹38,080 | 120 ₹38,400 |
Tender Value
₹58.3 L
EMD Value
₹1.1 L
Closing Date
15 Apr 2026, 6:00 pmClosed
CWE AF Bikaner
HQ CWE AF Bikaner
SPECIAL REPAIR TO CERTAIN OTM BUILDINGS IN DOMESTIC AREA AT AF STN NAL
2026_MES_756709_1
C-81662/E8
Open Tender
Civil Works
Item Rate
270 days
GE AF Nal
Please refer the tender documents
8 documents required · 8 mandatory
₹1,000
GE AF Nal
₹1.1 L
Yes
13 Jul 2026
18 Mar 2026
17 Apr 2026
18 Mar 2026
15 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete (unreinforced) in ground floor and paving n exc. 15 cm thickness (below or above ground level) and removing debris Outside MOD land complete all as specified & directed. | 16.25 | Cum | - | - |
| 2 | Demolition of RCC of any description and in any position not other wise specially provided for and removing debris Outside MOD land complete all as specified & directed. | 0.85 | Cum | - | - |
| 3 | Material and labour reinforced cement concerete 1:2:4, type B-1 (nominal mix) using 20mm graded crushed stone aggregate) as in slabs supported on walls, beams, columns, shelves and like complete all as specified & directed. | 0.35 | Cum | - | - |
| 4 | M & L for RCC 1:2:4 Type B0 (nominal mix) using 12.5mm graded aggregate as in beams, lintel bands, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge. | 0.5 | Cum | - | - |
| 5 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge | 4 | Sqm | - | - |
| 6 | M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge | 10 | Sqm | - | - |
| 7 | M&L TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders 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 | 50 | Kg | - | - |
| 8 | Material and labour mild steel TMT Bars 10mm dia and over cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (annealed) not less that 0.90 mm dia or securing with clips complete all as specified and directed. | 110 | KG | - | - |
| 9 | M & L 75mm thick PCC1:3:6 type C-2 ( using 20mm graded aggregate) thick as in plinth protection surface finished even & smooth without using extra cement including making joints and laid in alternet bay complete all as specified and directed by Engineer-in-Charge. | 110 | Sqm | - | - |
| 10 | M & L 25mm thick PCC (1:2:4) type B-0 ( using 12.5mm graded aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. | 320 | Sqm | - | - |
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