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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC 64 B B GANGULY STREET 2ND FLOOR KOLKATA 700012 | KOLKATA | KOLKATA | WEST BENGAL | 700012 | ₹10.1 L | L1 | Accepted-AOC Lowest rate quoted |
| 2 | L2₹10.1 L+₹3,045.08 (0.30%)Rejected-Finance 371 4 RABINDRA SARANI NEW BARRACKPORE KOLKATA 700131 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700131 | ₹10.1 L+₹3,045.08 (0.30%) | L2 | Rejected-Finance Rate quoted higher than L1 |
| 3 | L3₹10.1 L+₹4,770.62 (0.47%)Rejected-Finance 31 9 HALDER PARA LANE HOWRAH 711101 | HOWRAH | HOWRAH | WEST BENGAL | 711101 | ₹10.1 L+₹4,770.62 (0.47%) | L3 | Rejected-Finance Rate quoted higher than L1 |
Tender Value
₹10.2 L
EMD Value
₹20,305
Closing Date
28 May 2026, 1:00 pmClosed
Joint Project Manager (Works), HRBC
ST. GEORGES GATE ROAD (MUNSHI PREM CHAND SARANI) KOLKATA-700 021
Replacement of damaged gap slab with new slabs at Howrah bound carriageway at locations HV -10, HV -18 of Howrah Viaduct of Vidyasagar Setu.
2026_HRBC_1023848_1
HRBC/JPM(W)/KR/01/26-27
Open Tender
CIVIL WORKS
Percentage
60 days
KOLKATA
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹20,305
3 Sept 2026
14 May 2026
1 Jun 2026
14 May 2026
28 May 2026
14 May 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 | 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. | 17.6 | SqM | 22.6 | ₹397.76 |
| 2 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m | - | M.T. | 75,266 | - |
| 3 | Repairing of damaged portion of Pedestal by high early strength solvant free epoxy grout etc. complete as per direction of EIC. | - | kg | 286.76 | - |
| 4 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) - (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work | 1 | SqM | 369 | ₹368.63 |
| 5 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4m - (i) Tor steel/Mild Steel. | 2.09 | M.T. | 60,580 | ₹1,26,612.2 |
| 6 | Supplying ready mixed concrete of M 40 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In ground floor and foundation. | 4.84 | CuM | 7,451.69 | ₹36,066.18 |
| 7 | Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC: 83(Part-II) Section IX and Clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications. | 99,440 | CuCm | 1 | ₹99,440 |
| 8 | Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic . | 24 | Nos. | 437.6 | ₹10,502.4 |
| 9 | Loading, unloading & transporting precast fabricated slab and placing them in proper position etc. complete as per direction of EIC. | 22 | SqM | 1,940.33 | ₹42,687.26 |
| 10 | 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 0.005cum 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). - (i) 50mm thickness | - | SqM | 932.22 | - |
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