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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 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₹31.8 L+₹4.3 L (15.6%)Rejected-Finance | L2 | Rejected-Finance Higher bid value |
| Sl No | Description | Qty | Unit | BARRACKPORE ENTERPRISE L1 | GOUTAM BISWAS L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth of pot hole not exceeding 50 mm 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. | 20 | 10 SQM | 51 ₹1,020 Lowest | 500 ₹10,000 |
| 2.00 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.3-0.35 kg/sqm on cement concrete pavement/WBM as specified in Table 500-5 of MoRTH specification for road and bridge works 2013,using mechanical sprayer complete all as specified and directed. complete all as specified and directed. | 20 | 10 SQM | 381 ₹7,620 | 300 ₹6,000 Lowest |
| 3.00 | M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed.
Note :-
(i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined as per IRC 27: 2009. | 13 | CUM | 7,001 ₹91,013 | 5,000 ₹65,000 Lowest |
| 4.00 | M&L for repairs to pot holes n.exc 1 Sqm in each including sweeping free from dust & mud of water, scoring sunken surfaces in roads, paths etc cutting around edge to atleast 30mm in depth, making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m of paving bitumen, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder VG-30 and chippings).depth of potholes exc 30 mm complete all as specified and directed. | 8 | 10 SQM | 1,501 ₹12,008 Lowest | 2,000 ₹16,000 |
| 5.00 | Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor and with gunny bags to remove all loose dirt etc. complete all as specified and as directed. | 610 | 10 SQM | 51 ₹31,110 | 40 ₹24,400 Lowest |
| 6.00 | 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 MaRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface as specified and directed. | 630 | 10 SQM | 261 ₹1,64,430 | 200 ₹1,26,000 Lowest |
| 7.00 | M&L for bituminous premix semi -dense asphaltic concrete 30mm consolidated thickness with 5.5% binder (paving bitumen 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 camber and gradient with 8 to 12 tonne power roller/ vibratory 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 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 )
4.Binder content and density testing equipment should be readily available at site.
5. Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.(6) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009.
6. Rate deemed to be included for making good of any undulation/damages in wearing surfaces where semi dense asphaltic concrete to be laid. | 630 | 10 SQM | 3,751 ₹23,63,130 Lowest | 4,500 ₹28,35,000 |
| 8.00 | 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. | 250 | SQM | 331 ₹82,750 Lowest | 400 ₹1,00,000 |
Tender Value
₹34.4 L
EMD Value
₹69,000
Closing Date
28 Oct 2025, 6:00 pmClosed
Shri Shirish Sharma, IDSE, SE (SAG)
CWE (AF) KALAIKUNDA
REPAIR AND RESERVICING OF ROAD AND ROAD FURNITURE IN AF STN BARRACKPORE INCLUDING CERTAIN PLACES AT OUTER POCKETS OF AF STN JAFFARPORE LOS DUMDUM AND KPA UNDER AOR OF AGE BRII UNDER GE AF BARRACKPORE
2025_MES_734006_1
8723/BKP/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
CWE AF KALAIKUNDA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE (AF) BARRACKPORE
₹69,000
Yes
17 Dec 2025
7 Oct 2025
29 Oct 2025
7 Oct 2025
28 Oct 2025
21 Oct 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth of pot hole not exceeding 50 mm 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 of application of 0.3-0.35 kg/sqm on cement concrete pavement/WBM as specified in Table 500-5 of MoRTH specification for road and bridge works 2013,using mechanical sprayer complete all as specified and directed. complete all as specified and directed.
M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009.
M&L for repairs to pot holes n.exc 1 Sqm in each including sweeping free from dust & mud of water, scoring sunken surfaces in roads, paths etc cutting around edge to atleast 30mm in depth, making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m of paving bitumen, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder VG-30 and chippings).depth of potholes exc 30 mm complete all as specified and directed.
Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor and 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 MaRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface as specified and directed.
M&L for bituminous premix semi -dense asphaltic concrete 30mm consolidated thickness with 5.5% binder (paving bitumen 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 camber and gradient with 8 to 12 tonne power roller/ vibratory 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 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 ) 4.Binder content and density testing equipment should be readily available at site. 5. Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.(6) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. 6. Rate deemed to be included for making good of any undulation/damages in wearing surfaces where semi dense asphaltic concrete to be laid.
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 -3460605)
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