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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAccepted-AOC 20 NO TIKIA MAHAL ORDERLY BAZAR BARRACKPORE DIST 24 PARGANAS NORTH STATE WEST BENGAL PIN 700 120 | BARRACKPORE | 24 PARGANAS NORTH | WEST BENGAL | 700120 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹27.6 L+₹4.5 L (19.8%)Rejected-Finance | L2 | Rejected-Finance Higher bid value |
| Sl No | Description | Qty | Unit | BARRACKPORE ENTERPRISE L1 | GOUTAM BISWAS L2 |
|---|---|---|---|---|---|
| 1.00 | M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth of pot hole not exceeding 50mm including rolling over the broken surfaces using 8 to 10 tonnes power roller to required camber and gradient complete all as specified and as directed. | 18 | Per 10 Sqm | 51 ₹918 Lowest | 200 ₹3,600 |
| 2.00 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate o application of 0.3-0.35 kg/sqm on cement concrete pavement/ black top surfaces as specified in Table 500-5 of MoRTH specification for road and bridge works 2013,using mechanical sprayer complete all as specified and directed. | 18 | Per 10 Sqm | 321 ₹5,778 Lowest | 400 ₹7,200 |
| 3.00 | M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregates of granite, trap or basalt stone aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required | 8 | Per 10 Sqm | 2,631 ₹21,048 Lowest | 3,000 ₹24,000 |
| 4.00 | M&L for premix bituminous macadam not exceeding 75 mm thick (consolidated thickness) using hot mix plant and mechanical paver with 4% binder (Paving grade bitumen VG-30) content by weight of total mix, laid, rolled and compacted with power roller of 8 to 10 tonnes to required gradient and camber complete all as specified and directed.
Note:-
1. Bituminous macadam shall be laid using self propeller hydrostatic paver finisher and preparation of mix shall be done by using hot mix plant and transporting the mix in tipper.
2. The exact bitumen content required shall be as determined as per IRC 27:2009 | 5 | Cum | 7,001 ₹35,005 Lowest | 8,000 ₹40,000 |
| 5.00 | M&L repairs to pot holes of depth exc 30 mm and area not exc 1 sqm each including sweeping free from dust and mud or water scoring sunken surfaces on roads path etc cutting around edges at least 30mm depth, making good by applying take coat with paving bitument @ 5 kg per 10 sq m, putting in premixed bituminous macadam well rammed and sealed with binder of paving bitumen @ 9.8 Kgs per 10 sqm, blinded with 0.09 cum of stone chippings 6.3mm size & again well rammed (incl supply of premixed macadam binder VG-30 & chippings) complete all as specified and directed | 4 | Per 10 Sqm | 1,501 ₹6,004 Lowest | 2,000 ₹8,000 |
| 6.00 | M & L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 535 | Per 10 Sqm | 51 ₹27,285 | 20 ₹10,700 Lowest |
| 7.00 | M & L for Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed. | 535 | Per 10 Sqm | 261 ₹1,39,635 Lowest | 300 ₹1,60,500 |
| 8.00 | M&L for bituminous premixed semi-dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix, spread evenly with mechanical paver to desired thickness and to the correct camber, rolled and compacted to required gradient and camber with power 8 to 12 tonnes roller/ vibrator roller/ double drum or tandem roller as suitable complete all as specified and as directed.
Note:-1. Premix SDAC shall be procured from a hot mix plant.
2. Exact quantity of binder to be used and shall be ascertained by design mix.
3. The binder content in the mix shall be minimum 5.5% by weight of total mix. However, in case more than 5.5% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to the department.
4. Binder content and density testing equipment should be readily available at site for field tests.
5. Semi dense bituminous asphaltic concrete shall be laid by using self propeller hydrostatic paver finisher and preparation of mix shall be done by using hot mix plant and transporting the mix in tipper.
6. The exact bitumen content required shall be determined by following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in clause 3.5.3 of IRC 111:2009.
7. Rate deemed to be included for making good of any undulationss/ damages in wearing surfaces where SDAC is done. | 535 | Per 10 Sqm | 3,731 ₹19,96,085 Lowest | 4,500 ₹24,07,500 |
| 9.00 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 208 | Sqm | 330 ₹68,640 Lowest | 450 ₹93,600 |
Tender Value
₹28.7 L
EMD Value
₹57,500
Closing Date
29 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Shri Shirish Sharma, IDSE, SE (SAG)
CWE AF KALAIKUNDA
REPAIR RESURFACING OF EXISTING ROAD AT CERTAIN AREAS OF TECHNICAL AREA AT 6 WING AF STATION UNDER AOR OF AGE BR I UNDER GE AF BARRACKPORE
2025_MES_734103_1
8724/BKP/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
CWE AF KALAIKUNDA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) BARRACKPORE
₹57,500
Yes
17 Dec 2025
7 Oct 2025
30 Oct 2025
7 Oct 2025
29 Oct 2025
22 Oct 2025
Amount
M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth of pot hole not exceeding 50mm including rolling over the broken surfaces using 8 to 10 tonnes power roller to required camber and gradient complete all as specified and as directed.
M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate o application of 0.3-0.35 kg/sqm on cement concrete pavement/ black top surfaces as specified in Table 500-5 of MoRTH specification for road and bridge works 2013,using mechanical sprayer complete all as specified and directed.
M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregates of granite, trap or basalt stone aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required
M&L for premix bituminous macadam not exceeding 75 mm thick (consolidated thickness) using hot mix plant and mechanical paver with 4% binder (Paving grade bitumen VG-30) content by weight of total mix, laid, rolled and compacted with power roller of 8 to 10 tonnes to required gradient and camber complete all as specified and directed. Note:- 1. Bituminous macadam shall be laid using self propeller hydrostatic paver finisher and preparation of mix shall be done by using hot mix plant and transporting the mix in tipper. 2. The exact bitumen content required shall be as determined as per IRC 27:2009
M&L repairs to pot holes of depth exc 30 mm and area not exc 1 sqm each including sweeping free from dust and mud or water scoring sunken surfaces on roads path etc cutting around edges at least 30mm depth, making good by applying take coat with paving bitument @ 5 kg per 10 sq m, putting in premixed bituminous macadam well rammed and sealed with binder of paving bitumen @ 9.8 Kgs per 10 sqm, blinded with 0.09 cum of stone chippings 6.3mm size & again well rammed (incl supply of premixed macadam binder VG-30 & chippings) complete all as specified and directed
M & L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed.
M & L for Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed.
M&L for bituminous premixed semi-dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix, spread evenly with mechanical paver to desired thickness and to the correct camber, rolled and compacted to required gradient and camber with power 8 to 12 tonnes roller/ vibrator roller/ double drum or tandem roller as suitable complete all as specified and as directed. Note:-1. Premix SDAC shall be procured from a hot mix plant. 2. Exact quantity of binder to be used and shall be ascertained by design mix. 3. The binder content in the mix shall be minimum 5.5% by weight of total mix. However, in case more than 5.5% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to the department. 4. Binder content and density testing equipment should be readily available at site for field tests. 5. Semi dense bituminous asphaltic concrete shall be laid by using self propeller hydrostatic paver finisher and preparation of mix shall be done by using hot mix plant and transporting the mix in tipper. 6. The exact bitumen content required shall be determined by following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in clause 3.5.3 of IRC 111:2009. 7. Rate deemed to be included for making good of any undulationss/ damages in wearing surfaces where SDAC is done.
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
GOUTAM BISWAS (BID ID -3460553)
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