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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-Finance | ₹8.6 L | L1 | Accepted-Finance Ok |
| 2 | L2₹10.0 L+₹1.4 L (16.3%)Accepted-Finance 32 A SWAMI SATYANANDA SARANI BARANAGAR | ₹10.0 L+₹1.4 L (16.3%) | L2 | Accepted-Finance Ok |
| 3 | L3₹11.8 L+₹3.2 L (37.4%)Rejected-Finance | ₹11.8 L+₹3.2 L (37.4%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹12.3 L+₹3.7 L (43.1%)Rejected-Finance | ₹12.3 L+₹3.7 L (43.1%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹13.4 L+₹4.8 L (56.1%)Rejected-Finance | ₹13.4 L+₹4.8 L (56.1%) | L5 | Rejected-Finance Rejected |
Tender Value
₹14.6 L
EMD Value
₹29,247
Closing Date
29 Aug 2026, 10:30 amClosed
EXECUTIVE ENGINEER PWD COB DIVN
OFFICE OF THE EXECUTIVE ENGINEER, PWD, COOCH BEHAR DIVISION SUNITY ROAD, COOCH BEHAR, PIN- 736101
New Pilkhana Road 0.00 to 1.50 km,Emergent patch repairing work ( in stretches) under Cooch Behar Division P.W.D in the District of Cooch Behar.
2026_WBPWD_5018426_4
WBPWD/EE/COB_DIVN/NIT_17/26_27
Open Tender
CIVIL WORKS
Percentage
15 days
COOCHBEHAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹29,247
Yes
8 Sept 2026
14 Aug 2026
31 Aug 2026
14 Aug 2026
29 Aug 2026
14 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 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)
By Mechanical Means
Bituminous course | 1 | Cu.M | 312.86 | ₹312.55 |
| 2 | 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). By Manual Means Grading-2 (Table 400-9) | 1 | Cu.M | 3,675.73 | ₹3,672.05 |
| 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 | 1 | Cu.M | 9,796.58 | ₹9,786.78 |
| 4 | Open - Graded Premix Surfacing 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 . | - | Sq.M | 285.48 | - |
| 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 premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | - | Sq.M | 97.67 | - |
| 6 | Prime Coat
Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502). | - | Sq.M | 145.42 | - |
| 7 | 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-.3 kg | - | Sq.M | 28.28 | - |
| 8 | ADD GST @ 18.00% ON SUM OF AMOUNT Sl-01 to SL-7 | - | GST | 0.18 | - |
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