Construction Of Public Toilet In Mango Ulidih Near Adiwasi School.
Mango Municipal Corporation · Jamshedpur, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹27.8L
- EMD: ₹56K
- Published: 30 Oct 2026
- Closing date: 17 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:10 UTC
- Ministry: Urban Development and Housing Department, Government of Jharkhand
- Department: Urban Development and Housing Department
- Office: Mango Municipal Corporation, Jamshedpur
Description
Construction of a public toilet near Adiwasi School in Ulidih, Mango, Jamshedpur. The works tender requires online submission of the tender fee and EMD, contractor registration and statutory documents, and maintenance of the completed work for 365 days.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Valid contractor registration certificate, Updated character certificate issued by the Deputy Commissioner or Superintendent of Police, PAN card, Income tax returns for the last three financial years, GST registration, Copy of updated monthly or quarterly GST returns, Affidavit, Contractor declaration, Geotagged photographs before commencement, during execution, and after completion, Quality test report from a government-recognized institution or laboratory
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Commercial terms
- Bid type: Percentage
- Evaluation: Percentage rate
- Make in India (MII): No
- MSE preference: No
Line items (127)
- 2 — Qty: 3 4
- Earth 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
- Extra for earth work in hard soil as oer soecification and direction of E/ I. (vide classfication of soil item -B) — Qty: 38.62 CUM
- Filling 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 Mand lift of 1.5M all complete as per building specification and direction of EA (Mode of — Qty: 64.33 CUM
- 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, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) — Qty: 0.95 CUM
- Construction 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: 32.32 CUM
- Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drillingl2 mm diameter holes and plugging with cement mortar I :2(1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with I% concentration — Qty: 73.91 SQM
- Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% — Qty: 41.06 LTR
- Making plinth protection 50 mm thick of cement concrete I :3 :6 ( I cement : 3 coarse sand (zone-IU) 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
- Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: I :4:8( I Cement :4 Fine Sand: 8 Graded stone aggregate of 40mm) — Qty: 1.76 CUM
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level : I :2:4 ( I Cement : 2 coarse sand (zone-I II) : 4 graded stone aggregate 40 mm nominal Size ) — Qty: 4.28 CUM
- Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: I :3 :6( I Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm )Under Floor — Qty: 4.85 CUM
- 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-Hll): 3 graded stone aggregate 20 mm nominal size} — Qty: 12.55 CUM
- 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-lll} : 3 graded stone aggregate 20 mm nominal size}. — Qty: 24.66 CUM
- Providing Tor steel reinforcement of 8mm. dia rods as per approved -do- TMT Fe 500 {Only valid for Tata (Tiscon), SAIL, JSPL,Electrosteet Steels Ltd. Bokaro and Vizag (RINL} — Qty: 1.63 MT
- Providing Tor steel reinforcement of 10mm. aS per approved design and drawing ~do- -do- (a) 10 mm (TMT coil Fe 500) {Only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokara and Vizag (RINL} — Qty: 1.78 MT
- Providing 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 Ell. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL. Electro steel Umited Bokaro and Vi:zal steel(RINL)) — Qty: 1.42 MT
- entering and shunering including struning, propping etc. and removal of form for :Foundations,footings,bases of columns, etc. for mass concrete — Qty: 12.09 SQM
- Centering and shunering including struning, propping etc. and removal of form for,Suspended floors, roof, landings , balconies and access platform — Qty: 109.18 SQM
- Centering and shunering including strutting, propping etc. and removal of form for,Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 98.89 SQM
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