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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹90.6 LAccepted-AOC H NO G 3G F PLOT NO 11 MANISH AVINAB PLAZA MLU SECTOR 4 DWARKA NEW DELHI 110075 | SOUTH WEST | DELHI | 110075 | ₹90.6 L | L-1 | Accepted-AOC Lowest-1 |
| 2 | L-2₹91.4 L+₹86,415.64 (0.95%)Rejected-Finance VILLAGE LAPKAN POST SHAHPUR RANIGANJ DISTT PRATAPGARH 230304 | PRATAPGARH | UTTAR PRADESH | 230304 | ₹91.4 L+₹86,415.64 (0.95%) | L-2 | Rejected-Finance Lowest 2 |
| 3 | L-3₹1.0 Cr+₹12.3 L (13.6%)Rejected-Finance 6 4 70 ADARSHNAGAR NEAR SHIVARAMPALLY RAILWAY STATION RAJENDRANAGAR RANGAREDDY 500077 | RANGA REDDY | TELANGANA | 500077 | ₹1.0 Cr+₹12.3 L (13.6%) | L-3 | Rejected-Finance Lowest 3 |
| 4 | Rejected-Technical CO ENG NEZGTY | - | - | Rejected-Technical Not complying condition Sl. No. 1(a), 2(a) and 3(a) of Para 8(ii) of of NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not complying condition Sl. No. 05, 07, 11, 12, and 13 of Para 8(i) of NIT |
| Sl No | Description | Qty | Unit | Komere Manoj Kumar L3 | ABHISHEK TIWARI L1 | GOMTI ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. : All kinds of soil | 59.84 | cum | 195.25 ₹11,683.96 | 160 ₹9,574.56 Lowest | 180 ₹10,771.38 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and for all lift. | 59.84 | cum | 215.6 ₹12,901.72 | 180 ₹10,771.38 Lowest | 200 ₹11,968.2 |
| 3.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 30 | cum | 770.55 ₹23,116.5 | 600 ₹18,000 Lowest | 610 ₹18,300 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.23 | cum | 8,666.35 ₹71,315.39 | 7,600 ₹62,540.4 Lowest | 7,600 ₹62,540.4 Lowest |
| 5.00 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.23 | cum | 8,024.17 ₹25,877.95 | 7,100 ₹22,897.5 Lowest | 7,100 ₹22,897.5 Lowest |
| 6.00 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.07 | cum | 7,170.46 ₹50,666.47 | 6,500 ₹45,929 Lowest | 8,500 ₹60,061 |
| 7.00 | Supplying and stacking at site : 53 mm to 22.4 mm size stone aggregate | 13.58 | cum | 2,026.53 ₹27,514.2 | 1,800 ₹24,438.6 Lowest | 1,800 ₹24,438.6 Lowest |
| 8.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. : All works upto plinth :: Concrete of M30 grade with minimum cement content of 350 kg /cum | 12.11 | cum | 10,621.27 ₹1,28,591.72 | 9,600 ₹1,16,227.2 Lowest | 9,600 ₹1,16,227.2 Lowest |
| 9.00 | All works above plinth level upto floor V level : Concrete of M30 grade with minimum cement
content of 350 kg /cum | 45.19 | cum | 11,012.49 ₹4,97,654.42 | 10,011.35 ₹4,52,412.91 Lowest | 10,011.35 ₹4,52,412.91 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 19.24 | Sqm | 431.37 ₹8,298.7 | 390 ₹7,502.82 Lowest | 390 ₹7,502.82 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
13 Aug 2026, 4:00 pmClosed
DIG (Engineer) Directorate, CRPF
Works Directorate, CRPF, Level-III, East Block-7, RK Puram, Sector-1, New Delhi-110066
Extensive repair and additional/Alternation of GOs Mess at 104 RAF, Aligarh, UP.
2026_CRPF_920949_1
B.V-104RAF/26-WKS-C/CEL-NIT101
Open Tender
Civil Works
Works
75 days
104 RAF BN, RAMGHAT ROAD, ALIGARH-UP
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.8 L
2 Sept 2026
6 Aug 2026
14 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
6 Aug 2026 - 10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. : All kinds of soil | - | cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and for all lift. | - | cum | - | - |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | - | cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 7 | Supplying and stacking at site : 53 mm to 22.4 mm size stone aggregate | - | cum | - | - |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. : All works upto plinth :: Concrete of M30 grade with minimum cement content of 350 kg /cum | 1 | cum | - | - |
| 9 | All works above plinth level upto floor V level : Concrete of M30 grade with minimum cement
content of 350 kg /cum | 1 | cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 1 | Sqm | - | - |
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