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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L Quoted ₹5.7 L | L1 | Accepted-AOC lowest one |
| 2 | L2₹5.6 L−₹9,486.40 (1.66%)Rejected-Finance | ₹5.6 L−₹9,486.40 (1.66%) | L2 | Rejected-Finance lowest two |
| 3 | Rejected-Technical | - | - | Rejected-Technical as per TPC BOO |
| 4 | Rejected-Technical | - | - | Rejected-Technical as per TPC BOO |
| Sl No | Description | Qty | Unit | CAPITAL SALE AND SERVICE L2 | A.R.ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Above 240 cm girth | 1 | NOS | 67,000 ₹67,000 | 11,500 ₹11,500 Lowest |
| 2.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm m in width on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 112.5 | SQM | 450 ₹50,625 | 380 ₹42,750 Lowest |
| 3.00 | Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. lats of size 50 mm x 1.6 mm complete, all as per direction of Engineering -charge. | 250 | EACH | 560 ₹1,40,000 Lowest | 1,350 ₹3,37,500 |
| 4.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.05 | CUM | 5,600 ₹22,680 | 5,000 ₹20,250 Lowest |
| 5.00 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 11.14 | CUM | 5,680 ₹63,275.2 | 5,500 ₹61,270 Lowest |
| 6.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar | 11.48 | CUM | 5,690 ₹65,321.2 | 2,500 ₹28,700 Lowest |
| 7.00 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : Thickness above 40 mm up to 75 mm | 112.5 | SQM | 1,460 ₹1,64,250 | 548.4 ₹61,695 Lowest |
Tender Value
₹5.7 L
EMD Value
₹11,493
Closing Date
29 Jun 2026, 11:00 amClosed
UMESH KUMAR AC/ENGR
O/O IG, MP Sector CRPF, Bhopal
Cleaning of Rain water Drain, Install of Cover On Drain Surround the Sector Office AT IGP OFFICE-MPS HQR CRPF, BANGRASIA,BHOPAL-MP
2026_CRPF_912291_1
B.V.-1/2026-27-mps-works
Open Tender
Civil Works
Works
60 days
Bhopal
as per NIT
10 documents required · 10 mandatory
₹0
₹11,493
Yes
30 Jul 2026
23 Jun 2026
30 Jun 2026
23 Jun 2026
29 Jun 2026
23 Jun 2026
23 Jun 2026 - 27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Above 240 cm girth | 1 | NOS | 260.3 | ₹260.3 |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm m in width on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 112.5 | SQM | 260.3 | ₹29,283.75 |
| 3 | Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. lats of size 50 mm x 1.6 mm complete, all as per direction of Engineering -charge. | 250 | EACH | 196 | ₹49,000 |
| 4 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.05 | CUM | 196 | ₹793.8 |
| 5 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 11.14 | CUM | 6,812 | ₹75,885.68 |
| 6 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar | 11.48 | CUM | 6,812 | ₹78,201.76 |
| 7 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : Thickness above 40 mm up to 75 mm | 112.5 | SQM | 10,852.95 | ₹12,20,956.88 |
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