Construction of Boundary wall, Two No of Main gate, Ticket Counter room and Land Levelling for propose Astro Park at Netarhat GP Netarhat Block Mahuadnar District Latehar
Zila Parishad Latehar · Netarhat, Mahuadnar, Latehar, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.4Cr
- EMD: ₹2.8L
- Published: 28 Oct 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:02 UTC
- Ministry: Government of Jharkhand
- Department: Zila Parishad
- Office: Office of the District Engineer, Zila Parishad, Latehar
Description
Percentage-rate works tender for construction of a boundary wall, two main gates, a ticket counter room and land levelling for the proposed Astro Park at Netarhat. Estimated cost is Rs. 1,39,88,500, with a completion period of 07 months from the written order to commence work.
Eligibility & requirements
- Past performance: 50%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST Registration, Zila Parishad Registration Class II, Character Certificate issued by the Deputy Commissioner
- Documents required: GST Registration, Up-to-date GST Return (GSTR-3B), Financial turnover with balance sheets for the last three financial years, certified by a Chartered Accountant and containing UDIN, Tools and Plants details, PAN Card, Zila Parishad Registration Class II, Income Tax Returns for the last three assessment years, Character Certificate issued by the Deputy Commissioner, Statement of tendering firm/tenderer name, official and postal address, firm status, and manager/proprietor/authorized agent details, Similar nature work experience completed during the last five financial years in the bidder's registration category, Proof of similar nature work of value not less than 50% of the estimated tender cost, Proof of liquid assets and/or credit facilities of not less than Rs. 13.99 lakh, Certificates showing details of construction machinery owned or possessed on hire, Affidavit agreeing to the general rules, contract conditions and special conditions, Duly quoted and digitally signed Bill of Quantity, Execution programme, Digital Signature Certificate
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Commercial terms
- Bid type: Percentage rate
- Evaluation: Percentage-rate bid; award evaluation method not stated
- Make in India (MII): No
- MSE preference: No
Line items (44)
- Earth work in excavation in foundation trenches in hard soil (vide classification of soil item-A+B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts with leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. — Qty: 472.25 M3
- Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. — Qty: 4.69 M3
- Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royaly and taxes all complete as per building specification and direction of E/l. — Qty: 41.35 M3
- Providing designation 75Bbrick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. — Qty: 1.6 M3
- Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. — Qty: 543.01 M2
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) — Qty: 36.85 M3
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) — Qty: 0.29 M3
- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). B.C.D. S.O.R. Item No. 5.3.11 — Qty: 46.27 M3
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) B.C.D. S.O.R. Item No. 5.3.9.1 — Qty: 138.72 M3
- Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) B.C.D. S.O.R. Item No. 5.3.10 — Qty: 87.14 M3
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 508.07 M2
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform — Qty: 9.67 M2
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. — Qty: 1133.83 M2
- Centering and shuttering including strutting, propping etc.and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 145.02 M2
- Providiag designation 75B brick work in Cement Mortar (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per building specificition and direction of E/l. — Qty: 323.98 M3
- Supplying, fitting and fixing good quality, well dressed and well seasoned sal wood work in chaukhat in doors, windows skylights, fanlights and C/W celetial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all completeas per building specification and direction of E/I. — Qty: 0.12 MT
- Providing 12 mm thick cement plaster (1:6) 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 as per specification and direcition of E/l. — Qty: 3756.25 M2
- Providing 6mm thick cement plaster (1:4) in ceiling with clean of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. — Qty: 8.88 M2
- Providing Toe steel reinforcement of 8mm dia to 10mm dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL & TATA STeel)- 8mm dia — Qty: 0.1 MT
- Providing TMT steel reinforcement as per approved design and drawing excluding carriage of M.S bar to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.-10mm dia — Qty: 23.75 MT
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