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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-Finance | ₹9.0 L | L1 | Accepted-Finance LOWER BID VALUE |
| 2 | L2₹9.1 LRejected-Finance | ₹9.1 L | L2 | Rejected-Finance HIGHER BID VALUE |
| 3 | L3₹9.1 LRejected-Finance | ₹9.1 L | L3 | Rejected-Finance HIGHER BID VALUE |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
Tender Value
₹9.1 L
EMD Value
₹18,117
Closing Date
19 Aug 2026, 2:00 pmClosed
EXECUTIVE ENGINEER UTTAR DINAJPUR HIGHWAY DIVISION
OFFICE OF THE EXECUTIVE ENGINEER UTTAR DINAJPUR HIGHWAY DIVISION,TULSHITALA UTTAR DINAJPUR 733134
Emergent Rain Damage Repairing of potholes and Patch Repairing of Samaspur Baghan Road from 0.350 kmp to 4.75 kmp in stretches under Uttar Dinajpur Highway Division in the district of Uttar Dinajpur
2026_WBPWD_5018077_3
EE/UDHD/WB/PWRD/NIT_05 of 2026_27
Open Tender
CIVIL WORKS
Percentage
15 days
RAIGANJ
Please refer Tender documents.
4 documents required · 4 mandatory
₹18,117
Yes
UTTAR DINAJPUR HIGHWAY DIVISION
27 Aug 2026
12 Aug 2026
21 Aug 2026
12 Aug 2026
19 Aug 2026
12 Aug 2026
12 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201) Complete Rate. By Mechanical Means. | 0.53 | Hect | 50,633.81 | ₹26,835.92 |
| 2 | 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). By Manual Means. Grading-2. Using Screening Type-B (11.2 mm aggregate). Using Pakur variety stone materials. | 18.15 | Cum | 5,244.01 | ₹95,178.78 |
| 3 | Providing and applying primer coat with cationic bitumen emulsion CSS1 grade conforming to IS:8887 on prepared porous granular surfaceincluding clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502). On WMM/WBM surface @ 0.85kg /sqm. | 242 | Sqm | 93.51 | ₹22,629.42 |
| 4 | Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). On Granular surface treated with primer @ 0.275kg /sqm. | 242 | Sqm | 30.59 | ₹7,402.78 |
| 5 | Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). On bituminous surface @ 0.25kg/sqm. | 302.5 | Sqm | 27.98 | ₹8,463.95 |
| 6 | 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. | 27.23 | Cum | 9,699.22 | ₹2,64,109.76 |
| 7 | Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm.
Removal of all failed material,in the pavement courses and if necessary below the pavement,until the root causes of the failure is removed, the trimming of completed excavation to provide firm vertical faces; specified for the pavement layer; application of tack coat 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. Using Mobile hot mix plant (Light duty ) | 1,135.4 | Sqm | 295.01 | ₹3,34,954.35 |
| 8 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference MoRT&H's specification clause 305). | 48.13 | Cum | 168.17 | ₹8,094.02 |
| 9 | Add GST @ 18% | - | % | 18 | - |
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