Construction of Culvert near Pradhan House in River Jhapaniya Village - Jhapaniya, G.P - Dhapra under Block - Basantrai, District - Godda

Minor Irrigation Division, Godda · Godda, Jharkhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹100.0L
EMD: ₹2.0L
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 a culvert near Pradhan House in River Jhapaniya, Jhapaniya village, under Dhapra Gram Panchayat and Basantrai Block, Godda District. Estimated cost is Rs. 99,95,731.65 and completion period is 6 months.

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 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 of the required machinery, Details of litigation or arbitration during the last five years, Undertaking accepting all terms and conditions of the NIT and bid documents, Duly quoted and digitally signed Bill of Quantity (BOQ)

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Commercial terms

Bid type: Percentage
Evaluation: Technical bid evaluation followed by opening of the financial bid for responsive bidders; percentage-rate BOQ
Make in India (MII): No
MSE preference: No

Line items (27)

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. 15.01 (i) — Qty: 1498.24 M³
Granular Sub-Base with Graded Material (Carriageway) with Close Graded Material Gr-1 (By in place Method) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 — Qty: 41.46 M³
Plain / Reinforced cement concrete (P.C.C. Grade M-15) in open Foundation complete as per drawing and technical specification. — Qty: 98.98 M³
Providing concrete for plain/ Reinforced cement concrete (R.C.C. Grade M-30) in open Foundation complete as per drawing and technical specifications.Clause 802,803,1202&1203 Bottom Slab 15.11 G Case I — Qty: 110.68 M³
Supplying, fitting and placing un- coated HYSD bar Reinforcement in Foundation comlete as per Drawing and Technical specifications.15.13 — Qty: 46.294 MT
Plain / Reinforced cement concrete (R.C.C. Grade M-30) in Substructure complete as per drawings and technical specification. 15.12.C — Qty: 98.25 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. 15.14 — Qty: 80 Each
PCC M20 in substructure in retun wall Providing concrete for Plain / Reinforced concrete in open foundations complete as per drawings and technical specification. Clause 802,803,1202&1203 15.11 B Case -I — Qty: 43.2 M³
Back filling behind abutment,wing wall,return wall complete as per drawing and technical specifications. Sandy Material 13.09 (A) — Qty: 209.76 M³
PCC M15 Grade leveling course below approach slab complete as per drawings and technical specification. 15.15 Case II — Qty: 5.93 M³
Providing and laying reinforced cement concrete (R.C.C. Grade M-30) in superstructure as per drawing and technical specifications.Clause 800,803,1205.4 &1205.5 15.12 C — Qty: 106.8 M³
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Cluses 800 and 1206.30 At top of the culvert and top of the Culvert and top the approch slab.wearing coat 15.18 — Qty: 17 M³
Construction of R. C. C. railing of M30 grade in cast-in situ with 20mm nominal size aggregate true to line and grade tolerance of vertical railing post not to exceed 1 in500, centre -to- centre specing between vertical posts not to exceed 2000mm as per drawing and technical specification Cluses 800,900 and 1208.3 At top of the culvert and top of the approch 13.6 — Qty: 69.2 M
Drainage spouts complete as per drawing and technical specification clause 1209 15.17 — Qty: 10 Each
Painting of railing Painting two coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enanel paint in all shades on new, plastered /concrete surface as per drawing and Technical Specification. (Post -0.26x0.225@. 1.5m interval & Rail 0.2x0.175-3Nos) 15.21 — Qty: 199.4 M²
Providing and laying boulder apron for bed protection with stone boulders of minimumsize and weight as per table 1300.1, no fragment weighing less than 25kg laid dry complete as per drawing and technical specificationa clause 1301 16.01 — Qty: 172.03 M³
Sand Filling in Foundation Trenches as per Drawing & Technical Specification 12.03 — Qty: 6.54 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: 8.72 M³
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random rubble masonry (coursed/uncoursed). RCD/12.07 (b) — Qty: 26.88 M³
Stone masonry work in cement mortar 1:3 in sub-structure complete as per drawing and technical specifications.Random rubble masonry (coursed/uncoursed). RCD/13.04.(A) — Qty: 37.6 M³

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