Tender For Making 01 Nos Hazardous Waste Shed Along With 4 No Of Peizometric Points At Amera Sub Area Of Bishrampur Area
Tender Value
9.18 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
10 days left
EMD
11500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Surajpur → Chhattisgarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Making 01 Nos Hazardous Waste Shed Along With 4 No Of Peizometric Points At Amera Sub Area Of Bishrampur Area
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Providing and laying in possition cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8(1cement:4 fine sand:8graded stone aggregate 4mm nominal size |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level : 1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 4 | Brickwork with Fly Ash brick of class designation 35 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 5 | Brickwork with Fly Ash brick of class designation 35 in Super structure in : Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 6 | 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). |
| 7 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 10 | Steel reinforcement for RCC work including stacking,cuttting, bending placing in position and binding all complet. Thermo mechaniocally treated bars. |
| 11 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). |
| 12 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 13 | P/F pre coated galvanised iron profile sheets 0.50mm (+0.05%) total coated thickness with zinc coating 120gms per sqm as per IS:277 in 240 mps steel grade, 5-7 microns epoxy primer on both sides of sheet and polyster top coat 15-18 microns. Sheet should have protective gaurd film of 25 micron minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by E-I-C. The sheet shall be fixed using self drilling /self tapping screws of sizes (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal /vertical or curved surfaces excluding the cost of purlins,rafters and trusses and including cutting of size and shape wherever required. |
| 14 | Providing and fixing 1 mm thick M.S. Sheet door with frame of 40x40x6mm angle iron and 3 mm MS gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x 6 mm for diagonal braces and central cross piece. |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 16 | Supplying and stacking at site.Good earth |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work. |
| 18 | White washing with lime to give an even shade: New work (three or more coats). |
| 19 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. |
| 20 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 300mm dia |
| 21 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Qty=200x3.14((0.3x0.3)-(0.15x0.15) = 42.39 cum |
| 22 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 23 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia |
| 24 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm dia |
| 25 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: |
| 26 | Construction of concrete blocks over the tube well for protection size 45cm x45cm x45cm in cement concrte 1:2:4 |
| 27 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender