Construction of Approach P.C.C Road at New Bridge Village - Bhatta, G.P - Dhapra under Block - Basantrai, District - Godda
Minor Irrigation Division, Godda · Godda, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹55.3L
- EMD: ₹1.1L
- Published: 30 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:14 UTC
- Department: Water Resources Department, Government of Jharkhand
- Office: Office of the Executive Engineer, Minor Irrigation Division, Godda
Description
Construction of an approach P.C.C. road at New Bridge, Village Bhatta, G.P. Dhapra, Block Basantrai, Godda. Estimated cost is Rs. 55,34,695.25 and completion period is 06 months. Bids are submitted through a two-envelope system.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST Registration Certificate, UCAN Registration Certificate
- Documents required: GST Registration Certificate along with up-to-date GSTR-3B returns, PAN Card, Income Tax Returns for the last five assessment years, Registration as a contractor in the Water Resources Department (WRD), Affidavit regarding the validity and correctness of information furnished by the bidder, Affidavit confirming that no work awarded to the tenderer is pending for more than six (6) months beyond the stipulated completion period, Affidavit declaring that the bidder has no relation with the concerned departmental authorities, Valid UCAN Registration Certificate, Affidavit regarding the deployment of qualified technical staff, Power of Attorney, if applicable, Undertaking stating that the bid shall remain valid for 180 days from the deadline date for bid submission, Work Programme and Methodology, Certified annual returns and audited balance sheets for the last five consecutive financial years, with a summary sheet of annual turnover certified by a Registered Chartered Accountant, Undertaking declaring that the bidder is not blacklisted by any Government Department or Public Sector Undertaking, Valid ownership documents or hire deeds for the machinery mentioned in the NIT, Details of litigation or arbitration during the last five years, Duly quoted and digitally signed Bill of Quantity (BOQ)
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Commercial terms
- Bid type: Percentage
- Evaluation: Financial bids of bidders declared responsive during technical bid evaluation shall be opened; valid equal-rate bids may be decided by lottery.
- Make in India (MII): No
- MSE preference: No
Line items (29)
- Clearing Grass and Removal of Rubbish, Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . as per specification and direction of E/I. 2.2 — Qty: 0.09 Ha
- Loosening, Leveling and compacting original ground supporting embankment, scraified to depth of 150mm mixed with water of OMC and them compacted by rolling as to achieve minimum dry density as given in table 300.1 and 300.2 for embankment construction as per technical specification clause 301.413.20 Case II — Qty: 129.38 M³
- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300- 2 3.18 — Qty: 616.98 M³
- Granular Sub-base with Well Graded Material (Table 400.1) By MIX in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material 4.1 B (i) — Qty: 129.38 M³
- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 6.02 — Qty: 172.5 M³
- 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. 3.13 (i) B — Qty: 54.03 M³
- Sand Filling in Foundation Trenches as per Drawing & Technical Specification 12.03 — Qty: 3.66 M³
- Providing stone boulder soling in Foundation Trenches as per Drawing & Technical Specification 16.09 — Qty: 3.75 M³
- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.12.08 ACase II — Qty: 7.68 M³
- Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random rubble masonry (coursed/uncoursed). 12.07 (B) — Qty: 171.72 M³
- Stone masonry work in cement mortar 1:3 in sub-structure complete as per drawing and technical specifications.Random rubble masonry (coursed/uncoursed). 13.04.(A) — Qty: 244.05 M³
- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications 13.03 — Qty: 15.33 M³
- Supplying NP3hume Pipe 600mmdia -do-do- all complete as per specification and direction of E/I SL No-M301 Page No-87 — Qty: 21.96 M
- Laying fitting and fixing NP3hume Pipe 600MM dia in line level and graded as well as providing approved jointing materials and joint-do-do- all complete as per specification and direction of E/I 7.6.2.2 — Qty: 21.96 M
- Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 — Qty: 18 M³
- Earth work in excavation for structures as per drawing and technical spcations. Cluse 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lesd of 50 m, dressing of sides and bottom and brckfilling in trenches with excavated suitale material. 12.01 (i) B — Qty: 500.4 M³
- Sand Filling in Foundation Trenches as per Drawing & Technical Specification 12.03 — Qty: 39.24 M³
- PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 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. 12.04 — Qty: 52.32 M³
- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.RCC Grade M15 (1:2:4) RCD/13.05 (A) P — Qty: 6 M³
- 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. 13.08 — Qty: 120 Each
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