Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | ₹8.2 L | L1 | Accepted-AOC accepted |
| 2 | L2₹8.4 L+₹27,173 (3.33%)Rejected-AOC | ₹8.4 L+₹27,173 (3.33%) | L2 | Rejected-AOC rejected |
| 3 | L3₹10.9 L+₹2.7 L (33.2%)Rejected-Finance | ₹10.9 L+₹2.7 L (33.2%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹11.1 L+₹2.9 L (35.7%)Rejected-Finance | ₹11.1 L+₹2.9 L (35.7%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹11.5 L+₹3.4 L (41.1%)Rejected-Finance | ₹11.5 L+₹3.4 L (41.1%) | L5 | Rejected-Finance Rejected |
Tender Value
₹11.0 L
EMD Value
₹21,914
Closing Date
27 Jul 2026, 5:00 pmClosed
EXECUTIVE ENGINEER PWD COB DIVN
OFFICE OF THE EXECUTIVE ENGINEER, PWD, COOCH BEHAR DIVISION SUNITY ROAD, COOCH BEHAR, PIN- 736101
Emergent repairing of potholes of Matalhat Goswani VR (Dinhata Mekhliganj) from 0.00 km to 2.00 km under PWD Dinhata Sub Division under Cooch Behar Division during the year 2026-27.
2026_WBPWD_5016461_4
WBPWD/EE/COB_DIVN/NIT_11/26_27
Open Tender
CIVIL WORKS
Percentage
30 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹21,914
Yes
10 Sept 2026
13 Jul 2026
29 Jul 2026
13 Jul 2026
27 Jul 2026
13 Jul 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 | Tack Coat 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). i)On bituminous surface @ 0.20kg-0.3kg /sqm. | - | Sq.M | 29.47 | - |
| 2 | Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using viscosity grade bitumen of approved grade to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled tandem or other approved type roller 8-10 tonne capacity, finished t orequired level andgrades (Reference to MORT&H's specification clause 510). | - | Sq.M | 276.72 | - |
| 3 | Providing and laying of premix sand seal coat Type B Providing and laying of premix sand seal coat with bitumen emulsion of suitable approved grade | - | Sq.M | 99.55 | - |
| 4 | 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. | - | Cu.M | 10,120.03 | - |
| 5 | Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works).
(ii) With bamboos of length above 2.00m and upto 2.50m | - | Mtr | 517 | - |
| 6 | Supplying empty Cement bags in good condition and Filling empty Cement bags with dry earth or sand,stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. | - | each | 14.81 | - |
| 7 | 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 to MoRT&H's specification clause 305). Earth obtained from private land. | - | Cu.M | 218.53 | - |
| 8 | ADD GST @ 18.00% ON SUM OF AMOUNT Sl-01 to SL-7 | - | GST | 0.18 | - |
| 9 | ADD Cess @ 1.00% ON SUM OF AMOUNT Sl-01 to SL-8 | - | Cess | 0.01 | - |
stage.html
html • 0.06 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.03 MB
BOQ_5086233.xls
BOQ • 0.52 MB
WBF_2911.pdf
Tender Documents • 0.77 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .