Construction of Nine Seater New Community Toilet in TATA Sijua no. 6 Bhelatand Mukhya Marg in ward no. 06 under DMC, Dhanbad
Dhanbad Municipal Corporation · Dhanbad, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹28.1L
- EMD: ₹56K
- Published: 29 Oct 2026
- Closing date: 18 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:05 UTC
- Department: Urban Development And Housing Department
- Office: Office of the Municipal Commissioner, Dhanbad Municipal Corporation
Description
Percentage-rate civil works tender for construction of a nine-seater community toilet in Ward 06, Dhanbad. Estimated cost in the NIT is Rs. 30,46,900; completion period is 90 days. EMD is 2% of BOQ, and the tender fee is Rs. 10,000.
Eligibility & requirements
- Past performance: 50%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: Contractor registration certificate under Urban Development and Housing Department, Jharkhand or Dhanbad Municipal Corporation
- Documents required: GST Registration Certificate (Form GST REG-06), Up-to-date valid GST Returns (Form GSTR-3B), PAN, Income Tax Returns for the last three Assessment years, Registration Certificate under UD&HD, Jharkhand, Valid or Authorised Character Certificate, Experience certificate for similar nature of civil works completed in a Government Department in the last five financial years (for tenders amounting to Rs. 25 lakhs and above), Affidavit regarding correctness of information furnished by bidder (Annexure 2), Affidavit affirming required Tools and Plant will be arranged during execution, with owner consent and equipment details as applicable, Registration and exemption certificate, if any, Undertaking affidavit for use of an automatic concrete batching and mixing plant and mechanical vibrator if RCC/PCC work exceeds 50 m³
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Commercial terms
- Bid type: Percentage Rate
- Evaluation: Lottery for valid bids with equal rates
- Make in India (MII): No
- MSE preference: No
Line items (123)
- JSOR 5.1.1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place.i) All kinds of Soil — Qty: 110.78 CUM
- JSOR 5.1.2Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) — Qty: 38.62 CUM
- JSOR 5.1.7Filling in foundation trenches and plinth in layers not exceeding 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 1.5M all complete as per building specification and direction of EA (Mode of — Qty: 64.33 CUM
- JSOR 5.1.10Providing 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, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) — Qty: 0.95 CUM
- RCD-3.16Construction of Embankment 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: 32.31 Cum
- DSR 2.35.1Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration — Qty: 73.91 Sqm
- DSR2.34.1Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% — Qty: 41.06 ltr
- JSOR 5.3.8Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. — Qty: 66.22 sqm
- JSOR 5.3.1.6Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:1:4:8(1 Cement :4 Fine Sand : 8 Graded stone aggregate of 40mm) — Qty: 1.76 CUM
- JSOR 5.3.1.3Providing 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 40 mm nominal size) — Qty: 4.27 CUM
- JSOR 5.3.1.4Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)Under Floor — Qty: 4.84 CUM
- JSOR 5.3.9.1Providing 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-Ill} : 3 graded stone aggregate 20 mm nominal size). — Qty: 12.54 CUM
- JSOR 5.3.11Reinforced 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 staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) — Qty: 24.65 CUM
- JSOR 5.5.4Providing Tor steel reinforcement of 8mm. dia. rods as per 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/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL)) — Qty: 1.626 MT
- JSOR 5.5.5.AProviding Tor steel reinforcement of 10mm. dia. rods as per 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/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL)) — Qty: 1.776 MT
- JSOR 5.5.5.B,C + 5.5.6Providing Tor steel reinforcement of 12mm. to 25mm. dia. rods as per 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/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL)) — Qty: 1.418 MT
- JSOR 5.3.17.1Centering and shuttering including strutting, propping etc. and removal of form for :Foundations,footings,bases of columns, etc. for mass concrete — Qty: 12.09 Sqm
- JSOR 5.3.17.3Centering and shuttering including strutting, propping etc. and removal of form for,Suspended floors, roof , landings , balconies and access platform — Qty: 109.18 Sqm
- JSOR 5.3.17.5Centering and shuttering including strutting, propping etc. and removal of form for,Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 98.88 Sqm
- JSOR 5.3.17.6Centering and shuttering including strutting, propping etc. and removal of form for,Columns, Pillars, Piers, abutments, Posts and struts — Qty: 79.72 Sqm
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