Construction of Five Seater Community Toilet/Public Toilet near Kashipur School, Kapali, Nagar Parishad, Kapali, Seraikela- Kharsawan, Jharkhand.
Municipal Council Kapali · Kapali, Jharkhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.0L
- EMD: ₹41K
- Published: 02 Nov 2026
- Closing date: 18 Nov 2026
- Status: open
- Status as of: 06 Nov 2026 04:41 UTC
- Ministry: Urban Development Department
- Department: UDD
- Office: Municipal Council Kapali
Description
Construction of a five-seater community/public toilet near Kashipur School in Kapali, Nagar Parishad, Seraikela-Kharsawan, Jharkhand. The percentage-rate works tender has an estimated value of INR 2,000,456, an EMD of INR 40,500, and a tender fee of INR 5,000.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (124)
- 2 — Qty: 4 5
- 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: 99.1975 CUM
- Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) — Qty: 38.6215 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 M and lift of 1.5M all complete as per building specification and direction of EA (Mode of — Qty: 54.2862 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: 0.95344 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: 21.21 Cum
- Treatment 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: 51.7 Sqm
- Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% — Qty: 28.7222 ltr
- Making 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
- Providing 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: 1.4761 CUM
- 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 40 mm nominal size) — Qty: 4.2759 CUM
- Providing 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: 3.1815 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-Ill} : 3 graded stone aggregate 20 mm nominal size). — Qty: 10.0815 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 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: 18.9916 CUM
- Providing 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: 1.259983 MT
- Providing 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: 1.4099832 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 E/l. (TMT Fe 500 (only vailid for TATA (TISCON), SAIL, JSPL, Electro steel Limited Bokaro and Vizal steel(RINL)) — Qty: 1.0999856 MT
- Centering and shuttering including strutting, propping etc. and removal of form for :Foundations,footings,bases of columns, etc. for mass concrete — Qty: 10.53 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for,Suspended floors, roof , landings , balconies and access platform — Qty: 69.49 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for,Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 72.7202 Sqm
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