Construction of Culvert at Ch 18 M Road from Kundamatiya MMGSY Road under Panchayat -Dumerchir Block Amrapara Dist -Pakur
RDD Special Division · Pakur, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹24.9L
- EMD: ₹50K
- Published: 02 Nov 2026
- Closing date: 19 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:37 UTC
- Department: Rural Development Department
- Office: Rural Development Special Division, Pakur
Description
Construction of a culvert at Ch. 18 M Road from Kundamatiya MMGSY Road under Panchayat Dumerchir, Block Amrapara, District Pakur. The tender requires registered contractors, similar-work experience during the previous three years, and submission of specified registration, tax, character, solvency and other documents. Estimated value is Rs. 2,491,488; EMD is Rs. 50,000. Bid validity is 180 days from bid opening, and the defect liability period is one year.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Renewed registration certificate in the appropriate category, Updated income tax clearance certificate, GST clearance certificate, Character certificate issued by the Deputy Commissioner’s office, Sanitation certificate, Proof of ownership or lease of bio-plant, Aadhaar-related documents, Affidavit confirming the bidder is not blacklisted, Work experience certificates for similar works during the previous three years, EPF-related registration documents, UCAN Registration number photocopy or proof of application for UCAN Registration, Bank solvency certificate in the prescribed format, Bank certificate for access to or availability of credit facilities
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate; lottery for valid bids with equal rates
- Make in India (MII): No
- MSE preference: No
Line items (25)
- Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area — Qty: 0.01 Ha
- Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. — Qty: 27.27 M³
- Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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. — Qty: 201 M³
- 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.By Mix in Place Method Rate per cum for grading-III Material — Qty: 18.41 M³
- Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concr — Qty: 22.73 M³
- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 80 cm x 60 cm rectangular — Qty: 1 no
- Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A)and disposal excavated earth as obtained to a distance upto 50 M including all lifts,levelling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design building specification and direction of E/I — Qty: 284.63 M³
- Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.(P.C.C Grade M-15) — Qty: 38.98 M³
- Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.(B)Random rubble stone masonary in C.M (1:3) in foundation . — Qty: 20.6 M³
- Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications(A) Random rubble masonary work in cement mortar 1:3 in S/S — Qty: 11.6 M³
- Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.P.C.C Grade M-15 — Qty: 1.9 M³
- Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. — Qty: 42 no
- Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications — Qty: 20 M²
- Providing and laying of Dry Rubble Flooring completion as per drawings and technical specifications clause 2506 . — Qty: 23.61 M³
- Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort) in C.M 1:3 in foundation . — Qty: 143.04 M³
- Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Coursed rubble masonry (first sort) sub structur — Qty: 62.38 M³
- Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.(P.C.C Grade M-20) — Qty: 4.37 M³
- Furnishing and Placing Reinforced /Preslressed cement concrete in sub -structure as per drawing and technical specification (R.C.C. Grade M-25 in Deck slab) — Qty: 18.71 M³
- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications — Qty: 3.26 M³
- Supplying ,Fitting and placing HYSD bar reinforcement in sub -structure complete as per drawing and technical specification — Qty: 2.18 MT
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