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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.5 LAccepted-AOC | ₹47.5 L | L1 | Accepted-AOC AOC, being the lowest bidder |
| 2 | L2₹49.6 L+₹2.1 L (4.46%)Rejected-Finance | ₹49.6 L+₹2.1 L (4.46%) | L2 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 3 | L3₹49.9 L+₹2.4 L (5.10%)Rejected-Finance 00 VIDYUT NAGAR MEERANPUR SADDARALI TANDA AMBEDKAR NAGAR UTTAR PRADESH 224238 UDYAM UP 04 0030119 | AMBEDKAR NAGAR | UTTAR PRADESH | 224238 | ₹49.9 L+₹2.4 L (5.10%) | L3 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 4 | L4₹51.1 L+₹3.6 L (7.59%)Rejected-Finance 274 210 DAFNALA ROAD SHAHIBAUG AHMEDABAD GUJARAT 380009 | AHMADABAD | GUJARAT | 380009 | ₹51.1 L+₹3.6 L (7.59%) | L4 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 5 | L5₹53.3 L+₹5.8 L (12.2%)Rejected-Finance | ₹53.3 L+₹5.8 L (12.2%) | L5 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| Sl No | Description | Qty | Unit | nirman construction L1 | Ramdev and Sons L7 | Priya Construction co. L3 | VIJAY CONSTRUCTION CO L6 | M/s SUNIL ENTERPRISES L5 | ALBA AC AND REF SERVICES L4 | partechengineers L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. | 445 | Sqm | 60 ₹26,700 | 100 ₹44,500 | 50 ₹22,250 Lowest | 90 ₹40,050 | 50 ₹22,250 Lowest | 72 ₹32,040 | 68 ₹30,260 |
| 2.00 | M & L for earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed (all kinds of soil) complete all as specified and directed. | 150 | Cum | 183 ₹27,450 Lowest | 330 ₹49,500 | 250 ₹37,500 | 225 ₹33,750 | 200 ₹30,000 | 270 ₹40,500 | 250 ₹37,500 |
| 3.00 | M&L for earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.5m and n. exc 3.00m, as directed (all kinds of soil) complete all as specified and directed. | 17.5 | Cum | 275 ₹4,812.5 Lowest | 440 ₹7,700 | 300 ₹5,250 | 310 ₹5,425 | 350 ₹6,125 | 320 ₹5,600 | 300 ₹5,250 |
| 4.00 | M&L PCC (1:4:8) type d2(40 mm graded aggregate) as in mass concerte complete all as specified and directed. | 21 | Cum | 5,400 ₹1,13,400 | 5,550 ₹1,16,550 | 5,400 ₹1,13,400 | 5,500 ₹1,15,500 | 5,500 ₹1,15,500 | 5,800 ₹1,21,800 | 5,200 ₹1,09,200 Lowest |
| 5.00 | M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft to loose soil complete all as specified and directed. | 200 | Cum | 150 ₹30,000 | 300 ₹60,000 | 180 ₹36,000 | 100 ₹20,000 Lowest | 150 ₹30,000 | 150 ₹30,000 | 180 ₹36,000 |
| 6.00 | M&L for removing excavated soil not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 143 | Cum | 300 ₹42,900 | 450 ₹64,350 | 300 ₹42,900 | 190 ₹27,170 Lowest | 300 ₹42,900 | 250 ₹35,750 | 290 ₹41,470 |
| 7.00 | M&L RCC M-30 (design mix) using 20mm graded foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 82.73 | Cum | 8,000 ₹6,61,840 | 8,550 ₹7,07,341.5 | 8,100 ₹6,70,113 | 8,200 ₹6,78,386 | 7,950 ₹6,57,703.5 | 8,500 ₹7,03,205 | 7,800 ₹6,45,294 Lowest |
| 8.00 | 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 complete all as specified and directed. | 80 | Sqm | 350 ₹28,000 Lowest | 370 ₹29,600 | 400 ₹32,000 | 410 ₹32,800 | 400 ₹32,000 | 405 ₹32,400 | 360 ₹28,800 |
| 9.00 | M&L RCC M-30 (design mix) using 20mm graded aggregate for columns, pillars, piers, posts and struts complete all as specified and directed. | 29 | Cum | 9,000 ₹2,61,000 | 9,050 ₹2,62,450 | 9,050 ₹2,62,450 | 9,800 ₹2,84,200 | 8,200 ₹2,37,800 Lowest | 8,900 ₹2,58,100 | 9,200 ₹2,66,800 |
| 10.00 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finish complete all as specified and directed. | 250 | Sqm | 600 ₹1,50,000 | 700 ₹1,75,000 | 550 ₹1,37,500 | 550 ₹1,37,500 | 500 ₹1,25,000 Lowest | 640 ₹1,60,000 | 500 ₹1,25,000 Lowest |
Tender Value
₹43.6 L
EMD Value
₹87,180
Closing Date
7 Jul 2026, 6:00 pmClosed
GE (AF) Chiloda
GE (AF) Chiloda, LekawadaPatia, PO CRPF Campus, Gandhinagar (Gujarat)-382042
IMPROVEMENT TO VSN ENTRANCE AT HQ SWAC UNDER GE (AF) CHILODA
2026_MES_758678_2
8394/26-27/E8
Open Tender
Civil Works
Item Rate
180 days
CHILODA
As per Tender documents
7 documents required · 7 mandatory
₹500
GE (AF) CHILODA
₹87,180
Yes
5 Sept 2026
23 Jun 2026
9 Jul 2026
23 Jun 2026
7 Jul 2026
1 Jul 2026
23 Jun 2026 - 30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. | 445 | Sqm | - | - |
| 2 | M & L for earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed (all kinds of soil) complete all as specified and directed. | 150 | Cum | - | - |
| 3 | M&L for earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.5m and n. exc 3.00m, as directed (all kinds of soil) complete all as specified and directed. | 17.5 | Cum | - | - |
| 4 | M&L PCC (1:4:8) type d2(40 mm graded aggregate) as in mass concerte complete all as specified and directed. | 21 | Cum | - | - |
| 5 | M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft to loose soil complete all as specified and directed. | 200 | Cum | - | - |
| 6 | M&L for removing excavated soil not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 143 | Cum | - | - |
| 7 | M&L RCC M-30 (design mix) using 20mm graded foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 82.73 | Cum | - | - |
| 8 | 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 complete all as specified and directed. | 80 | Sqm | - | - |
| 9 | M&L RCC M-30 (design mix) using 20mm graded aggregate for columns, pillars, piers, posts and struts complete all as specified and directed. | 29 | Cum | - | - |
| 10 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finish complete all as specified and directed. | 250 | Sqm | - | - |
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