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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₹9.3 LAccepted-AOC 815 TAILAK MANNA STREET MANNAPARA MONIRAMPORE BARRACKPORE NORTH 24 PARGANAS WB 700 120 | 24 PARAGANAS NORTH | WEST BENGAL | 700120 | L1 | Accepted-AOC QUOTED RATE LOWEST AND REASONABLE. | |
| 2 | L2₹9.6 L+₹33,600.50 (3.62%)Rejected-Finance 01 BALIA BALIA SAGARDIGHI MURSHIDABAD WEST BENGAL 742237 | MURSHIDABAD | WEST BENGAL | 742237 | L2 | Rejected-Finance QUOTED RATE NOT LOWEST | |
| 3 | L3₹9.7 L+₹38,243 (4.12%)Rejected-Finance | L3 | Rejected-Finance QUOTED RATE NOT LOWEST | |
| 4 | L4₹9.8 L+₹53,735.50 (5.78%)Rejected-Finance 79 O P ROAD NAYABASTI BARRACKPORE DIST NORTH 24 PARGANAS PIN 700 120 WB | BARRACKPORE | NORTH 24 PARGANAS | WEST BENGAL | 700120 | L4 | Rejected-Finance QUOTED RATE NOT LOWEST | |
| 5 | L5₹12.0 L+₹2.7 L (29.0%)Rejected-Finance 79 O P ROAD NAYABASTI P O P S BARRACKPORE DIST NORTH 24 PARGANAS PIN 700 120 WB | 24 PARAGANAS NORTH | WEST BENGAL | 700120 | L5 | Rejected-Finance QUOTED RATE NOT LOWEST |
| Sl No | Description | Qty | Unit | ALOKE ENGINEERING AND COMPANY L5 | DAS ENTERPRISE L2 | SUROJIT GHORUI L1 | SHIVAM ENTERPRISE L4 | DECORATIVE CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00NOTES :The bidders/contractors are advised to read tender document & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates. | ||||||||
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-Charge complete all as specified and directed. | 135 | Cum | 180 ₹24,300 | 172 ₹23,220 | 165 ₹22,275 Lowest | 170 ₹22,950 | 170 ₹22,950 |
| 3.00 | Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne roller including watering and consolidating to the required level, gradient as required complete all as specified and directed. | 38.5 | 10 Sqm | 35 ₹1,347.5 | 30 ₹1,155 | 22 ₹847 Lowest | 40 ₹1,540 | 25 ₹962.5 |
| 4.00 | Material & labour for 150mm thick (spread thickness) soling or sub base with broken boulers or quarried stone, inter stices filled, surface formed and rolled with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed | 38.5 | 10 Sqm | 3,030 ₹1,16,655 | 3,010 ₹1,15,885 | 2,860 ₹1,10,110 Lowest | 3,040 ₹1,17,040 | 3,000 ₹1,15,500 |
| 5.00 | Material & Labour 150mm thick (compacted thckness) in two layer (75mm each) water bound macadam (WBM), with coarse stone aggregate (granite, trap of basalt) of specified of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) spread using mechanical paver as specified, rolled & consilidated with power roller 8 to 12 tonne as specified to required gradient and camber complete all as specified and directed | 38.5 | 10 Sqm | 5,600 ₹2,15,600 | 5,900 ₹2,27,150 | 5,500 ₹2,11,750 Lowest | 6,000 ₹2,31,000 | 5,800 ₹2,23,300 |
| 6.00 | Material & labour for preparation of WBM surfaces by brushing with wire brush for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat of Cationic bitumen EMulsion SS1 conforming to IS 8887 at a rate of application of 0.7 to 1 kg/Sqm on surface of WBM as per MoRTH specifiation using mechanical paver complete all as specified and directed | 38.5 | 10 Sqm | 1,100 ₹42,350 | 1,010 ₹38,885 | 985 ₹37,922.5 Lowest | 1,000 ₹38,500 | 1,100 ₹42,350 |
| 7.00 | Material & labour for applying evenly a priming / tack coat with bitumin VG-10 grade conforming to IS 73 at a rate of application 0.3 to 0.4 Kg/Sqm on bituminous surface as per MoRTH specification using mechanical sprayer complete all as specified and directed | 77 | 10 Sqm | 3,390 ₹2,61,030 | 400 ₹30,800 | 380 ₹29,260 | 400 ₹30,800 | 300 ₹23,100 Lowest |
| 8.00 | Material & labour for Premix bituminous, macadam with bitumen VG-30 laid by mechanical paver and rolled by power roller with 8 to 12 tonne capacity and compacted to required gradient and camber (consolidated thickness 75mm or less) with 4% by weight of total mix complete all as specified and directed | 19.25 | Cum | 12,000 ₹2,31,000 | 11,300 ₹2,17,525 | 10,760 ₹2,07,130 Lowest | 11,100 ₹2,13,675 | 11,500 ₹2,21,375 |
| 9.00 | Material & Labour for Bituminous premix asphaltic dense concrete (with Bitumen VG-30) 40 mm consolidated thickness with 5.50% binder content by weight of total mix, laid by mechanical paver and rolled by power roller with 8 to 12 tonne capacity and compacted to required gradient and camber complete all as specified and directed | 38.5 | 10 Sqm | 4,800 ₹1,84,800 | 5,000 ₹1,92,500 | 4,650 ₹1,79,025 Lowest | 5,200 ₹2,00,200 | 4,900 ₹1,88,650 |
| 10.00 | Supply and fixing of Cat's eye Road stud, solar reflective type, metal body alloy, size 100mm x 100 mm x 20mm with PAMA striplens reflector with and incl MS stud of suitable size complete and fixing as per manufacturers instructions and all as directed by Engineer-in-Charge. | 210 | Each | 350 ₹73,500 Lowest | 350 ₹73,500 Lowest | 400 ₹84,000 | 350 ₹73,500 Lowest | 390 ₹81,900 |
Tender Value
₹9.4 L
EMD Value
₹18,820
Closing Date
31 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE KOLKATA
Headquarter Commander Works Engineers Military Engineer Services No1 National Library Avenue Alipore Kolkata700 027
PROVN OF ROAD NEAR COSMOS GATE AT BMC UNDER GE(C) KOLKATA
2025_MES_718349_1
C/8421/E-11/25-26
Open Tender
Civil Works - Roads
Item Rate
150 days
GE CENTRAL KOLKATA
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
GE CENTRAL KOLKATA
₹18,820
Yes
20 Sept 2025
3 Jul 2025
7 Aug 2025
3 Jul 2025
31 Jul 2025
17 Jul 2025
4 Jul 2025 - 11 Jul 2025
Amount
NOTES :The bidders/contractors are advised to read tender document & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-Charge complete all as specified and directed.
Rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne roller including watering and consolidating to the required level, gradient as required complete all as specified and directed.
Material & labour for 150mm thick (spread thickness) soling or sub base with broken boulers or quarried stone, inter stices filled, surface formed and rolled with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed
Material & Labour 150mm thick (compacted thckness) in two layer (75mm each) water bound macadam (WBM), with coarse stone aggregate (granite, trap of basalt) of specified of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) spread using mechanical paver as specified, rolled & consilidated with power roller 8 to 12 tonne as specified to required gradient and camber complete all as specified and directed
Material & labour for preparation of WBM surfaces by brushing with wire brush for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat of Cationic bitumen EMulsion SS1 conforming to IS 8887 at a rate of application of 0.7 to 1 kg/Sqm on surface of WBM as per MoRTH specifiation using mechanical paver complete all as specified and directed
Material & labour for applying evenly a priming / tack coat with bitumin VG-10 grade conforming to IS 73 at a rate of application 0.3 to 0.4 Kg/Sqm on bituminous surface as per MoRTH specification using mechanical sprayer complete all as specified and directed
Material & labour for Premix bituminous, macadam with bitumen VG-30 laid by mechanical paver and rolled by power roller with 8 to 12 tonne capacity and compacted to required gradient and camber (consolidated thickness 75mm or less) with 4% by weight of total mix complete all as specified and directed
Material & Labour for Bituminous premix asphaltic dense concrete (with Bitumen VG-30) 40 mm consolidated thickness with 5.50% binder content by weight of total mix, laid by mechanical paver and rolled by power roller with 8 to 12 tonne capacity and compacted to required gradient and camber complete all as specified and directed
Supply and fixing of Cat's eye Road stud, solar reflective type, metal body alloy, size 100mm x 100 mm x 20mm with PAMA striplens reflector with and incl MS stud of suitable size complete and fixing as per manufacturers instructions and all as directed by Engineer-in-Charge.
Material & labour for continous brick edging using well burnt of sub class 'B' clay bricks with width equal to the width of the brick, brick laid dry on end vertically including embedding bricks in ground to the depth as directed and tampingaround the bricks complete all as specified and directed.
Material and labour for two coats of Painting lines, dashes, arrows, letters etc on roads, pavements and the like exc 10 cm wide with road marking paint white or golden yellow over one coat of white primer including preparation of surface, complete all as specified and as directed.
DAS ENTERPRISE (BID ID -3378448)
DECORATIVE CONSTRUCTION (BID ID -3378188)
SHIVAM ENTERPRISE (BID ID -3378638)
ALOKE ENGINEERING AND COMPANY (BID ID -3378749)
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