Tender For Construction Of Reinforced Cement Concrete Slab Submersible Bridge Of Size 3 X 6.45 X 2.40 M Near Ch A Packs At Village Ch A In G.P Shankarpur Block Meharma District Godda.
Tender Value
95.87 Lakhs
Estimated cost
Bid Submission
31 Oct 2026
4 days left
EMD
1.92 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
Godda → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Slab Submersible Bridge Of Size 3 X 6.45 X 2.40 M Near Ch A Packs At Village Ch A In G.P Shankarpur Block Meharma District Godda.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebles and boulders upto 300mm size and disposal of of the same (beyond 50 m away from the toe of dam in the country side) within initial lead of 150m and initial lift of 1.5m as per direction and specification of E/l. (i)Ordinary soil |
| 2 | (ii) Soft rock |
| 3 | Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) |
| 4 | Plain/Reinforced Cement concrete in open foundation complete as per drawing and technical specification.PCC Grade M20 |
| 5 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random rubble masonry (coursed/uncoursed). |
| 6 | Stone masonry work in cement mortar 1:3 in sub-structure complete as per drawing and technical specifications.Random rubble masonry (coursed/uncoursed). |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.RCC Grade M25 |
| 8 | Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications.RCC Grade M25 |
| 9 | Providing and laying cement concrete wearing coat M30 Grade including reinforcement complete as per drawing and technical specifications.(i) DECK SLAB |
| 10 | (ii) Approach Road |
| 11 | Providing T.M.T. reinforcement (torn steel as per approved design drawing. Removal of rest cuitting, bending, binding including supplying annealed wire placing rod in position all complete job as per specification and directions of E/l. (i) Sub structure |
| 12 | (ii) Super structure |
| 13 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment ,wing wall/Return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H toward drawing force .complete as per drawing and Technical specification. |
| 14 | Providing 12 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. |
| 15 | Providing 6 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. |
| 16 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. |
| 17 | Sand filling in foundation trenches as per Drawing and Technical Specification. |
| 18 | Earth work in filling in foundation trenches or back filling of masonry structure with earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained after cutting within a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l. |
| 19 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed end simply supported span not exceeding 10 m cater for a horizontal movement upto 20mm,covered with sealant as per drawing and technical specification . |
| 20 | Providing two coats of Plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. |
| 21 | Bailing out water during foundation cutting and digging of foundation by 10HP Diesel pump all complete as per building specification and direction of E/I. |
| 22 | E/W in road embankment and shoulders with approved material obtained from Borrow Pit (Construction of embankment with approved material 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) |
| 23 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 24 | Sand Filling in foundation trenches as per drawing & technical specification |
| 25 | Dry Rubble flooring ( construction of dry rubble flooring at cross drainage works for relatively less important work) |
| 26 | Plain cement concrete PCC M15 with nominal mix 1:2:4 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 27 | Providing random rubble stone masonry in cement mortar (1:3) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.4.28 COMMON [5.2.28 BCD 2018] |
| 28 | Providing random rubble stone masonry in cement mortar (1:3) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I. |
| 29 | Providing 25 mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening ,curing,with all leads and lifts of water scaffolding taxes and royalty all . complete job as per building specification and direction of E/I ( 5.7.12) PART A PAGE 200 |
| 30 | Earth work in filling in foundation treanches or banks filling of masonry structures with suitable earth in layers not exceeding 150 mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation treanch and kept at a lead of 30m and initial lift of 1.5 m complete as per specification and direction of E/I |
| 31 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I |
| 32 | Carriage of materials I. Sand |
| 33 | II.Cement |
| 34 | III.Stone chips |
| 35 | IV.Boulder |
| 36 | V .Steel |
| 37 | Goods & Services Tax (G.S.T.) - 18% |
| 38 | Labour Cess - 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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