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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC | ₹11.3 L | L1 | Accepted-AOC Annual maintenance of roads around Howrah Station area within KMDA jurisdiction from 01.01.2026 to 31.12.2026. |
| 2 | L2₹12.6 LRejected-Finance DAMRA ASANSOL 713339 | ASANSOL | PASCHIM BARDHAMAN | WEST BENGAL | 713339 | ₹12.6 L | L2 | Rejected-Finance REJECTED |
| 3 | L3₹12.9 LRejected-Finance 7 DOBSON LANE HOWRAH 711101 WEST BENGAL INDIA | HOWRAH | WEST BENGAL | 711101 | ₹12.9 L | L3 | Rejected-Finance REJECTED |
| 4 | Rejected-Technical 7 DOBSON LANE HOWRAH 711101 | HOWRAH | HOWRAH | WEST BENGAL | 711101 | - | - | Rejected-Technical NOT QUALIFIED |
Tender Value
₹12.5 L
EMD Value
₹25,017
Closing Date
6 Apr 2026, 2:00 pmClosed
SE/C-V/RB/KMDA
SE/C-V/RB/KMDA
Annual maintenance of roads around Howrah Station area within KMDA jurisdiction from 01.01.2026 to 31.12.2026.
2026_KMDA_1021889_2
17/SE/C-V/RB/KMDA/ T-1 of 2025-2026 DATE-12/03/2026
Open Tender
CIVIL WORKS
Percentage
365 days
HOWRAH
REFER AS TENDER DETAILS
3 documents required · 3 mandatory
₹0
₹25,017
15 Jun 2026
16 Mar 2026
8 Apr 2026
16 Mar 2026
6 Apr 2026
16 Mar 2026
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. By mechanical means (without milling machine) :Above 100 mm thick.
Compacting Original Ground A. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surfaceand compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC SP: 63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per Cl.No.3.3 of IS: 15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP- 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 of IRC SP-63(2018) with proper of bedding and joint filling sand, and filling up of the edge gap. 100 mm thick. Grey.
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. Depth up to 150 mm.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Pakur Variety.
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.) A) Using Concrete Mixer
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :On timber or plastered surface : With other than hi-gloss of approved quality-Two coats (with any shade except white)
Add GST @ 18% on Rs.1049547.46 i.e. Total amount over Item No. 01 to 10
Add Labour Welfare Cess @ 1% on Rs.1238466.00 i.e. Total amount over Item No. 01 to 11
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tech_eval.pdf
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boq_comp_chart.xlsx
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BOQ_2512072.xls
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td.pdf
Tender Documents • 3.90 MB
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