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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC Tender accepted due to being L1 | |
| 2 | L2₹2.6 L+₹6,670 (2.67%)Rejected-Finance KASERU BAKSAR OPP TALWAR PETROL PUMP MAWANA ROAD MEERUT UP PIN 250002 | MEERUT | UTTAR PRADESH | 250002 | L2 | Rejected-Finance Rejected due to not being L1 | |
| 3 | L3₹3.5 L+₹99,035 (39.6%)Rejected-Finance 10 RAJAN KUNJ ROORKEE ROAD MEERUT UP PIN 250110 | MEERUT | UTTAR PRADESH | 250110 | L3 | Rejected-Finance Rejected due to not being L1 |
| Sl No | Description | Qty | Unit | SHAKTI CONSTRUCTION CO L3 | NAGAR ASSOCIATES L2 | DEVANSHU JAIN CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation etc n exc 10 sqm on plan and getting out in any type of soil complete all as specified and directed | 6 | Cum | 500 ₹3,000 | 250 ₹1,500 | 200 ₹1,200 Lowest |
| 2.00 | M&L for plain Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) in sub basefilling and mass concrete complete all as specified and directed | 0.5 | Cum | 5,500 ₹2,750 | 5,200 ₹2,600 Lowest | 5,500 ₹2,750 |
| 3.00 | M&L RCC Design Mix M-25 as in 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 | 2 | Cum | 7,500 ₹15,000 | 7,200 ₹14,400 Lowest | 7,500 ₹15,000 |
| 4.00 | M&L RCC Design Mix M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed | 1.7 | Cum | 7,500 ₹12,750 | 7,200 ₹12,240 Lowest | 7,500 ₹12,750 |
| 5.00 | M&L Formwork to sides of pillars ,posts struts piers coloumns of square or rectangular and stanchions complete all as specified and directed. | 11 | Sqm | 400 ₹4,400 | 250 ₹2,750 Lowest | 900 ₹9,900 |
| 6.00 | M&L 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 | 6.5 | Sqm | 400 ₹2,600 | 250 ₹1,625 Lowest | 900 ₹5,850 |
| 7.00 | Supply and fixing reinforcement 10 mm dia and over mild steel TMT bars, cut to length, bent to shape required, cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia.complete all as specified and directed | 210 | Kg | 140 ₹29,400 | 110 ₹23,100 | 95 ₹19,950 Lowest |
| 8.00 | All as per item No 7.00 her-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed | 55 | kg | 140 ₹7,700 | 110 ₹6,050 | 95 ₹5,225 Lowest |
| 9.00 | M&L for 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:3) 12mm thick and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed | 18 | Sqm | 5,000 ₹90,000 | 3,200 ₹57,600 Lowest | 3,700 ₹66,600 |
| 10.00 | S&F of Joist, channel, angle or tee sections, ISMB of Fe 410-W (Grade E-250) quality -B, 7M long welded to gusset plate and fixed with nut and bolts at the top etc complete all as specified and directed | 900 | Kg | 175 ₹1,57,500 | 130 ₹1,17,000 | 100 ₹90,000 Lowest |
Tender Value
₹3.9 L
EMD Value
₹7,700
Closing Date
8 Sept 2026, 6:00 pmClosed
Garrison Engineer (South) Meerut Cantt
Garrison Engineer (South) Meerut Cantt The Mall Road Meerut Cantt Distt Meerut-250001(UP)
PROVISION OF ROAD HEIGHT BARRIER AT MAWANA ROAD UNDER AGE B/R-III OF GE (SOUTH) MEERUT CANTT
2026_MES_783880_1
GE/MRT/S/8320/2026-2027
Open Tender
Civil Works
Item Rate
90 days
Meerut Cantt
As per Tender Documents
10 documents required · 10 mandatory
₹500
Yes
GE (South) Meerut
₹7,700
Yes
29 Sept 2026
11 Aug 2026
15 Sept 2026
11 Aug 2026
8 Sept 2026
25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation etc n exc 10 sqm on plan and getting out in any type of soil complete all as specified and directed | 6 | Cum | - | - |
| 2 | M&L for plain Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) in sub basefilling and mass concrete complete all as specified and directed | 0.5 | Cum | - | - |
| 3 | M&L RCC Design Mix M-25 as in 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 | 2 | Cum | - | - |
| 4 | M&L RCC Design Mix M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed | 1.7 | Cum | - | - |
| 5 | M&L Formwork to sides of pillars ,posts struts piers coloumns of square or rectangular and stanchions complete all as specified and directed. | 11 | Sqm | - | - |
| 6 | M&L 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 | 6.5 | Sqm | - | - |
| 7 | Supply and fixing reinforcement 10 mm dia and over mild steel TMT bars, cut to length, bent to shape required, cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia.complete all as specified and directed | 210 | Kg | - | - |
| 8 | All as per item No 7.00 her-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed | 55 | kg | - | - |
| 9 | M&L for 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:3) 12mm thick and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed | 18 | Sqm | - | - |
| 10 | S&F of Joist, channel, angle or tee sections, ISMB of Fe 410-W (Grade E-250) quality -B, 7M long welded to gusset plate and fixed with nut and bolts at the top etc complete all as specified and directed | 900 | Kg | - | - |
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