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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Finance | -46.05% | ₹9.9 L | L1 | Admitted-Finance |
| 2 | L2₹10.5 LAdmitted-Finance | -42.42% | ₹10.5 L | L2 | Admitted-Finance |
| 3 | L3₹12.6 LAdmitted-Finance | -31.09% | ₹12.6 L | L3 | Admitted-Finance |
| 4 | L4₹13.1 LAdmitted-Finance | -28.18% | ₹13.1 L | L4 | Admitted-Finance |
Tender Value
₹18.3 L
EMD Value
₹36,600
Closing Date
15 Jan 2026, 6:00 pmClosed
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Construction of Pre-fabricated structure under the Project- Promotion Medicinal and Aromatic Plants at MAP Nursery Bakore. (Under HADP 2025-26) (Ist Call)
2025_PWDJK_299506_1
Short e-NIT No. 33 of 2025-2026/Khour Dated 31-12-2025
Open Tender
Civil Works
30 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Executive Engineer PWD(RandB) Div Khour
₹36,600
Executive Engineer PWD(RandB) Div Khour
20 Jan 2026
31 Dec 2025
16 Jan 2026
1 Jan 2026
15 Jan 2026
1 Jan 2026
9 Jan 2026
Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as AKOS
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
P/Laying of cement conct. 1:3:6 Of specified grade excluding the cost of form work, cement using 20mm N/ size of agg
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40mm thick with 20 mm nominal size stone aggregate.
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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 upto 50 m and lift upto 1.5 m.
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns
Centring & shuttering including strutting, propping etc. and removal of the formwork.Columns, pillars, piers, abutments, posts and struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.24.1 Ridges plain (500 - 600mm)
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
Providing and fixing ball bearing for rolling shutters.
Extra for providing mechanical device chain crank operation for operating rolling shutters. 10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area
Applying priming coat With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)
Providing and Fixing of electric fittings all complete including wiring for light points/fan points/exhaust fans etc.
Providing and Fitting of fan
Carriage of material with in avg. Lead from source to site of work Sand 10 KM by M.T
Carriage of material with in avg. Lead from source to site of work Agg. 10 KM by M.T
Carriage of material at an avg. Lead of 3km
Eighteen Lakh Thirty Thousand and Paise Twenty Seven Only
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