Tender For Construction Of Two Span Reinforced Cement Concrete Bridge 2X7.4X6.0 On Kusum Nala In Village Harul, At-Harul, Gp-Bodhadih, Block-Kunda, Estimate Cost-5698200
Tender Value
56.98 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
4 days left
EMD
1.14 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chatra → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Two Span Reinforced Cement Concrete Bridge 2X7.4X6.0 On Kusum Nala In Village Harul, At-Harul, Gp-Bodhadih, Block-Kunda, Estimate Cost-5698200
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork 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) Mechanical means. Depth upto 3m (not requiring blasting) in ordinary soil |
| 2 | Ordinary Rock |
| 3 | P.C.C.M15 (1:2:4) in foundation (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications |
| 4 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 5 | P.C.C. M15 (1:2:4) grade levelling course below approach slab complete as per design and specification below Approach Slab |
| 6 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & manual placing) |
| 7 | Plain/Reinforced Cement Concrete in Sub structure complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & concrete pump) Height upto 5 M |
| 8 | Construction of railing of M 30 grade in – situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification. |
| 9 | Furnishing and placing Reinforcement/Pre stressed cement concrete in Super-Structure as per drawing and technical specification, RCC Grade M 30 Solid Slab (Height upto 5 M) |
| 10 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification. |
| 11 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification. |
| 12 | Providing and fixing 20mm thick compresible fibre board in expansion complete as per drawing &Technical specification. |
| 13 | Drainage spout complete as per drawing and technical specification. |
| 14 | Providing weep holes in Brick Masonry/Plain/Reinforced Concrete Abutment, Wing Wall/Return Wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. |
| 15 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification. |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. |
| 18 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutments,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications. |
| 19 | Construction of embankment with approved materials 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) . |
| 20 | Compacting original ground supporting embankment (Rolling with vibratory roller) |
| 21 | Granular material Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. |
| 22 | Construction of Sub Grade & Earthen Shoulder ( Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lift & leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with lead up to 250 m as per Technical Specification claouse 303.1 |
| 23 | Granular Sub base with close Graded Material (Table:- 400-1) By mix in place method ( Construction of granular sub-base by providing well graded material, spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with sooth wheeel roller to achieve the desired density, complete as per clause 401) (ii) For Grading-II Material |
| 24 | Plain cement concrete M20 in pavement of road using baching plant , transit mixer and manual placing |
| 25 | excavation for strcutures - Earthwork in excavation for structure as per drawing and technical specification in ordinary soil by mechanical means upto 3m |
| 26 | Sand filling in foundation trenches as per Drawing and Technical specification. |
| 27 | P.C.C.M15 (1:2:4) in foundation (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications |
| 28 | random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification. |
| 29 | Random Rubble masonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification. |
| 30 | Providing weep holes in Brick Masonry/Plain/ Reinforced Concrete Abutment, Wing Wall/Return Wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. |
| 31 | P.C.C.M15 (1:2:4) in sub structure (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications |
| 32 | Carriage of Materials by truck or tractors including loading unloading & stacking at work site as per direction of E/I. :- Cement (Lead-15 Km (P) |
| 33 | Steel from to work site |
| 34 | Sand from to work site |
| 35 | Stone chips from to work site |
| 36 | Stone Boulder from to work site |
| 37 | Stone Dust from to work site |
| 38 | Add 18% GST |
| 39 | Add 1% LC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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