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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.3 CrAccepted-AOC VILLAGE LAPKAN POST SHAHPUR RANIGANJ DISTT PRATAPGARH 230304 | PRATAPGARH | UTTAR PRADESH | 230304 | ₹1.3 Cr | L-1 | Accepted-AOC Lowest-1 |
| 2 | L-2₹1.3 Cr+₹543 (<0.01%)Rejected-Finance H NO G 3G F PLOT NO 11 MANISH AVINAB PLAZA MLU SECTOR 4 DWARKA NEW DELHI 110075 | SOUTH WEST | DELHI | 110075 | ₹1.3 Cr+₹543 (<0.01%) | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹1.4 Cr+₹12.9 L (10.0%)Rejected-Finance 6 4 70 ADARSHNAGAR NEAR SHIVARAMPALLY RAILWAY STATION RAJENDRANAGAR RANGAREDDY 500077 | RANGA REDDY | TELANGANA | 500077 | ₹1.4 Cr+₹12.9 L (10.0%) | 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 NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not complying condition Sl. No. 05, 07 and 14 of Para 8(i) of NIT |
| Sl No | Description | Qty | Unit | Komere Manoj Kumar L3 | ABHISHEK TIWARI L2 | GOMTI ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. : Red sand stone | 60 | Sqm | 1,370.09 ₹82,205.4 | 1,300 ₹78,000 Lowest | 1,300 ₹78,000 Lowest |
| 2.00 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge :: With cement mortar 1:4 (1 cement : 4 fine sand). | 112.5 | Sqm | 585.88 ₹65,911.5 | 550 ₹61,875 Lowest | 550 ₹61,875 Lowest |
| 3.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 135.75 | Sqm | 234.29 ₹31,804.87 | 220 ₹29,865 Lowest | 220 ₹29,865 Lowest |
| 4.00 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm. | 543 | Sqm | 64.75 ₹35,159.25 | 51 ₹27,693 | 50 ₹27,150 Lowest |
| 5.00 | On bituminous surface @ 0.50 Kg / sqm. | 17,696 | Sqm | 51.59 ₹9,12,936.64 | 50 ₹8,84,800 Lowest | 50 ₹8,84,800 Lowest |
| 6.00 | Providing and laying bituminous macadam using crushed stone aggregate of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. :: 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum type Hot Mix plant of 60-90 TPH capacity. | 27.15 | Sqm | 9,004.43 ₹2,44,470.27 | 8,000 ₹2,17,200 Lowest | 8,000 ₹2,17,200 Lowest |
| 7.00 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. : 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 796.32 | cum | 12,978.46 ₹1,03,35,007.27 | 11,800 ₹93,96,576 Lowest | 11,800 ₹93,96,576 Lowest |
| 8.00 | Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | 836 | sqm | 800.37 ₹6,69,109.32 | 700 ₹5,85,200 Lowest | 700 ₹5,85,200 Lowest |
| 9.00 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 930 | sqm | 1,040.33 ₹9,67,506.9 | 950 ₹8,83,500 Lowest | 950 ₹8,83,500 Lowest |
| 10.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | 8,583.5 | Sqm | 7.49 ₹64,290.42 | 7 ₹60,084.5 Lowest | 7 ₹60,084.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.6 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
Repair and patch work of Internal and peripheral road at 104 RAF, BN Aligarh (UP)
2026_CRPF_921003_1
B.V-104RAF/26-WKS-C/CEL-NIT104
Open Tender
Civil Works
Works
75 days
104 RAF BN, RAMGHAT ROAD, ALIGARH-UP
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.6 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 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. : Red sand stone | - | Sqm | - | - |
| 2 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge :: With cement mortar 1:4 (1 cement : 4 fine sand). | - | Sqm | - | - |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. | - | Sqm | - | - |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm. | - | Sqm | - | - |
| 5 | On bituminous surface @ 0.50 Kg / sqm. | - | Sqm | - | - |
| 6 | Providing and laying bituminous macadam using crushed stone aggregate of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. :: 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum type Hot Mix plant of 60-90 TPH capacity. | 1 | Sqm | - | - |
| 7 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. : 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | - | cum | - | - |
| 8 | Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | - | sqm | - | - |
| 9 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | - | - |
| 10 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | - | Sqm | - | - |
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