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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAdmitted-Finance | ₹49.8 L | L1 | Admitted-Finance |
| 2 | L2₹53.0 LAdmitted-Finance 00 VIDYUT NAGAR MEERANPUR SADDARALI TANDA AMBEDKAR NAGAR UTTAR PRADESH 224238 UDYAM UP 04 0030119 | AMBEDKAR NAGAR | UTTAR PRADESH | 224238 | ₹53.0 L | L2 | Admitted-Finance |
| 3 | L3₹56.5 LAdmitted-Finance | ₹56.5 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | nirman construction L1 | Priya Construction co. L2 | Ramdev and Sons L3 |
|---|---|---|---|---|---|---|
| 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 | 50 ₹22,250 | 70 ₹31,150 |
| 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 | 180 ₹27,000 | 250 ₹37,500 | 300 ₹45,000 |
| 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 | 270 ₹4,725 | 350 ₹6,125 | 400 ₹7,000 |
| 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 | 5,000 ₹1.1 L | 5,400 ₹1.1 L | 5,500 ₹1.2 L |
| 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 | 180 ₹36,000 | 250 ₹50,000 |
| 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 | 350 ₹50,050 | 400 ₹57,200 |
| 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 ₹6.6 L | 8,100 ₹6.7 L | 8,500 ₹7.0 L |
| 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 | 400 ₹32,000 | 325 ₹26,000 |
| 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 ₹2.6 L | 9,200 ₹2.7 L | 9,000 ₹2.6 L |
| 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 ₹1.5 L | 550 ₹1.4 L | 650 ₹1.6 L |
Updated dates
Tender Value
₹43.6 L
EMD Value
₹87,180
Closing Date
27 Apr 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_1
8394/26-27/E8
Open Tender
Civil Works
180 days
CHILODA
As per tender documents
7 documents required · 7 mandatory
₹500
GE (AF) CHILODA
₹87,180
Yes
19 May 2026
30 Mar 2026
29 Apr 2026
30 Mar 2026
27 Apr 2026
14 Apr 2026
30 Mar 2026 - 13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
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. | - | Sqm | - | - | |
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
M&L PCC (1:4:8) type d2(40 mm graded aggregate) as in mass concerte complete all as specified and directed. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Sqm | - | - | |
M&L RCC M-30 (design mix) using 20mm graded aggregate for columns, pillars, piers, posts and struts complete all as specified and directed. | - | Cum | - | - | |
M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finish complete all as specified and directed. | - | Sqm | - | - |
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