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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.1 CrAccepted-AOC LAMA DHIM RINGKINGPONG ROAD P O DIST KALIMPONG PIN 734301 | KALIMPONG | KALIMPONG | WEST BENGAL | 734301 | L1 | Accepted-AOC Accepted L1 Bidder. | |
| 2 | Rejected-Technical 2 1 2 MILE SEVOKE ROAD SILIGURI | SILIGURI | DARJEELING | WEST BENGAL | - | Rejected-Technical Not Eligible |
Tender Value
₹52.0 Cr
EMD Value
₹1.0 Cr
Closing Date
2 Jun 2025, 3:00 pmClosed
Superintending Engineer and Project Director PIU-I
Office of the Superintending Engineer and Project Director Project Implementation Unit - I,P.W. (Roads) Directorate, 3No. Commissariat Road Hastings Kolkata-700022.
Kalijhora Dam to Mandirkhola Road via Panbu Dara Road, from 0.00 kmp to 22.80 kmp Strengthening work under Kalimpong Division, P.W.D., in the District of Kalimpong under RIDF-XXX. (2nd Call)
2025_WBPWD_838599_1
WBPWD/PW(R)/SEPD/PIU-I/NIT-02 OF 2025-2026
Open Tender
CIVIL WORKS
Percentage
380 days
Kalimpong,West Bengal
Please refer Tender documents.
4 documents required · 4 mandatory
₹1.0 Cr
Yes
Project Implementation Unit - I, P.W.(Roads) Direc
8 Sept 2026
24 Apr 2025
4 Jun 2025
25 Apr 2025
2 Jun 2025
6 May 2025
5 May 2025
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 |
|---|---|---|---|---|---|
| 0Part-A: ROAD WORKS | |||||
| 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.
By mechanical means (without milling machine)
From 25 mm to 50 mm thick. | 93,024 | Sq.m | 3.9 | ₹3,62,793.6 |
| 2 | Wet Mix Macadam Base Course
Providing, laying, spreading and compacting graded stone aggregate (Pakur variety) to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(Payment will be made on the basis of finished compacted volume) | 12,466.03 | Cu.m | 3,085.76 | ₹3,84,67,176.73 |
| 3 | Primer Coat
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade 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).
For WBM / WMM Surface: [with Cationic Bitumen Emulsion (Packed) SS-1 Type @ 0.85 kg/ sqm]
(Payment will be made on the basis of finished surface area) | 92,841.73 | Sq.m | 35.06 | ₹32,55,031.05 |
| 4 | Tack Coat:
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
On Granular surfaces treated with primer
[By using Cationic Bitumen Emulsion RS-1 Type (Packed) @ 0.275 kg/m2]
(Payment will be made on the basis of finished surface area) | 93,936 | Sq.m | 10.99 | ₹10,32,356.64 |
| 5 | Bituminous Macadam using Hot Mix Plant (HMP)
Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired -compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
For Grading 2
(19 mm nominal size, 50-75 mm thick.)
Using Drum mix Type HMP of minimum capacity
60-90 TPH.
Using Pakur variety stone material and bituminous binder {VG-10 (Packed) @ 75.00kg./ m3}.
(Payment will be made on the basis of finished compacted volume) | 4,696.8 | Cu.m | 7,202.99 | ₹3,38,31,003.43 |
| 6 | Mastic Asphalt
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 25 mm thickness
Using Pakur variety stone material, and Penetration Gr. Bitumen 10/20 (Packed) @ 5.71 Kg./m2 & Bituminous Binder VG-10 (Packed) @ 0.0143kg./ m2.
(Payment will be made on the basis of finished surface area) | 93,936 | Sq.m | 515.81 | ₹4,84,53,128.16 |
| 6.01 | Part-B: Road Furniture & Traffic Safety Measures | - | - | - | - |
| 7 | Kilometre Stone
Reinforced cement concrete M15 grade kilometre
stone of standard design as per IRC:8-1980, fixing in
position including painting and printing etc.
5th kilometre stone (precast) | 18 | each | 2,860.08 | ₹51,481.44 |
| 7.01 | Kilometre Stone
Reinforced cement concrete M15 grade kilometre
stone of standard design as per IRC:8-1980, fixing in
position including painting and printing etc.
Ordinary kilometer stone (precast) | 5 | each | 1,699.62 | ₹8,498.1 |
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