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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-Finance | L1 | Accepted-Finance Lowest Quoted Rate | |
| 2 | L2₹4.6 L+₹6,934.38 (1.52%)Rejected-Finance | L2 | Rejected-Finance Highest Quoted Rate Higher Than L1 | |
| 3 | L3₹4.7 L+₹9,245.84 (2.02%)Rejected-Finance | L3 | Rejected-Finance Highest Quoted Rate Higher Than L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Dis-qualified due to trade Licence not Submitted. | |
| 5 | Rejected-Technical | - | Rejected-Technical Dis-qualified due to Non Submission of latest GST Challan |
Tender Value
₹4.6 L
EMD Value
₹9,246
Closing Date
17 Aug 2026, 1:00 pmClosed
Assistant Engimneer
Baruipur, S24Pgs.
Pre-monsoon Repairing and maintenance work of Garia Railway Station to Gangajowara Road from 3.805 km to 4.434 km in different stretches under Bhangore Highway section under Baruipur Highway Sub-Division of South 24 Parganas Highway Division in the d
2026_WBPWD_5017905_2
WBPWD/R/AE/BHSD/NIT-02/2026-27
Open Tender
CIVIL WORKS
Percentage
45 days
Baruipur
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,246
30 Sept 2026
4 Aug 2026
19 Aug 2026
8 Aug 2026
17 Aug 2026
8 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).
A) By Manual Means
(i) Grading-2 Materilas
(a) Using Type-B Screening | 12.02 | m3 | 5,286.33 | ₹63,541.69 |
| 2 | Primer coat
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade (MS Packed Type) conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface: (with primer @ 0.85 kg/m2)
(Mode of measurement: on the basis of finished surface area in sq.m). | 132.09 | m2 | 140.54 | ₹18,563.93 |
| 3 | Repairing Pot-holes with Bituminous Macadam (Grading-II, for compacted thickness of upto 75mm)
Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.4% by wt. of the total mix, transported to site and laid in the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality control except the cost of tack coat complete as per direction of Engineer-in-charge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | 8.92 | m3 | 9,627.71 | ₹85,879.17 |
| 4 | Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm.
Removalofall failed material,in the pavement courses and if necessary below the pavement,until the root causesofthefailureisremoved,the trimming of completed excavation to provide firm vertical faces; specified for the pavement layer; applicationof tackcoat conforming to cl.503 of MORT&H's specification,on to the sides and base of excavation prior to placing hot bituminous material as per clause 510 and the compaction,trimming and finishing of the surfaces of all patches to form a smooth continuous surface, level with the surrounding road as per the requirement of clause 3004.2 of MORT&H's specification | 572.39 | m2 | 278.27 | ₹1,59,278.97 |
| 5 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type A and B seal coats (Reference to MORT&H's specification clause 511)
Case - II : Type B
Providing and laying of premixs and sealcoat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | 704.48 | m2 | 91.57 | ₹64,509.23 |
| 6 | Goods and Services Tax(GST)@18% | - | GST | 0.18 | - |
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