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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.9 L+₹35,005 (9.83%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹4.1 L+₹52,635 (14.8%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹4.1 L+₹52,640 (14.8%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L4₹4.1 L+₹52,640 (14.8%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹5.1 L
EMD Value
₹10,220
Closing Date
14 Sept 2026, 12:00 pmClosed
EXECUTIVE ENGINEER PWD DH DIVN
O/O THE EE PWD PWD COMPOUND KALPUKURPARA DIAMOND HARBOUR PIN 743331
Emergent Patch Repair of F.C. College to Kalicharanpur Road from chainage 1.30 Kmp - 3.30 Kmp And construction of Cross Drain at 0.100 Kmp at Manjita to D Jana Brick Field More Road under Diamond Harbour Division P.W.D. during the year 2026-27
2026_WBPWD_5021653_1
PWDEEDHDe.NIT NO.-05/2026-2027
Open Tender
CIVIL WORKS
Percentage
30 days
DIAMOND HARBOUR
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,220
Yes
3 Oct 2026
2 Sept 2026
16 Sept 2026
2 Sept 2026
14 Sept 2026
2 Sept 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 Grading-2 (Table 400-9)
Using Screening (Table 400-10)
Type-B (11.2 mm aggregate) | - | Cum | 1 | - |
| 2Prime 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). | |||||
| 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 | CUM | - | - |
| 4Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 to required level and grades (Reference to MORT&H's specification clause 510). Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour | |||||
| 5Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type B seal coats (Reference to MORT&H's specification clause 511) 12(i) suitable approved grade. Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | |||||
| 6Tack 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 @ 0.25kg /sqm Using Cationic MS (Pkd) | |||||
| 6.1 | 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).
ii) On Granular surface treated with primer @ 0.275 /sqm. Using Cationic MS (Pkd) | - | Sqm | 1 | - |
| 7Dismantling of Flexible Pavements 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) 5(I) By Manual Means, 5(I) A Bituminous Courses | |||||
| 7.1 | 5(I) By Manual Means, 5(I) Granular Courses | 1 | Cum | - | - |
| 8 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304). 1(I) Ordinary soil, 1(I)A Manual Means, 1(I)A(i) Depth upto 3 m | - | Cum | 1 | - |
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