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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹36.1 L
EMD Value
₹72,150
Closing Date
28 Oct 2026, 11:00 am
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer Mech and Hosp Division Udhampur
Executive Engineer Mech and Hosp Division Udhampur
Upgradation and Strengthening of Govt. Fruit Plant Nursery Ramnagar by way of Installation of Hi-Tech Green House Structure of Size 21mx10m at GFPN Ramnagar
2026_PWDJK_328151_1
MHDU/TS/2026-27/72
Open Tender
Machineries/ Mechanical Engg Items
Item Rate
90 days
Ramnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer Mech and Hosp Division Udhampur
₹72,150
14 Oct 2026
14 Oct 2026
28 Oct 2026
14 Oct 2026
28 Oct 2026
14 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by manual means over area for levelling purpose including disposal of excavated earth up to 1m from cutting edge and should be disposed in near-by all kind of soil.
Side wall foundation= 68mx0.6mx0.3m = 15.66 Cum
Center Path = (0.60mx21mx0.10m) = 1.8 Cum
Water Tank = 1.6mx1.6mx1.2m = 9.66 Cum
Total = 16.64 Cum
Area to be excavated keeping in view the earthquake resistance for which an MS mesh (10 mm) is to be provided in the base foundation of the plinth | 16.64 | Cum | 100 | ₹1,664 |
| 2 | Providing and laying of cement concrete (1:5:10) using 40mm nominal size Nallah stone.
Side wall foundation = 68m x 0.3m x 0.076m
Center Path - (0.6m x 21m x 0.07m)
Water Tank - 1.6m x 1.6m x 0.1m
Total - 2.65 Cum | 2.65 | Cum | 101 | ₹267.65 |
| 3 | 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 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
Side wall foundation - 68m x 0.3m x 1m
Center Path - (0.6m x 21m x 0.1m)
Water Tank -(1.6M x 1.6M x 0.15m) + 2 (1.6mx1.6m x 0.15m)
Total-22.8 Cum | 22.8 | Cum | 102 | ₹2,325.6 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
10mm bar for Side wall foundation tie beam
10mm bar of length for Tank Floor Raft and Slab
10mm bar for Tank Walls
8mm bar of length for Rings of Tie beam
Total-544 Kg | 544 | Kg | 103 | ₹56,032 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns
Area - 2 x (68m x 0.1m) + 5 x (1.82m x 1.82m) =152.56Sqm | 152.56 | Sqm | 104 | ₹15,866.24 |
| 6 | 12 mm cement plaster to plinth wall of mix 1:3 (1 cement: 3 fine sand)
Area - 5 (1.82m x 1.82m) + 2(68m x 0.05m) -84.56 sqm (SCH-13.1.2)
Qty:- 40.52 Sqm | 84.56 | Sqm | 105 | ₹8,878.8 |
| 7 | Cement concrete flooring and foundation as per the site requirement 1:2:4 (1 cement: 2 sand: 4 graded stone finished with a floating coat of neat cement including cement slurry but excluding the cost of noising of steps Complete
50 mm thick 20 mm size stone aggregate.
Floor area = 1.82mx1.82m = 3.31 Sqm | 3.31 | Sqm | 106 | ₹350.86 |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.
Quantity = 2 (68m x 0.45m x 0.07m) +4 (1.82m x 1.82m x 0.07m) = 5.20Cum | 5.2 | Cum | 107 | ₹556.4 |
| 9 | Hot Dipped G.I. work for Structure Hi-tech Greenhouse 21m x 10m with buffer room 2.0m x 2.1m GI Pipe ISI Standard confirming to 1239 B Class, Thickness 2mm, GI coat ISI standard confirming to IS 4736-1968/1S065- 1973.
For structure Hi-tech Greenhouse of Size (Working area): 21m x 10m x 4.5m x 3.0m (L x W x CH: SH). :- GI (60mm x 60mm x 2mm), (50mm x 50mm x 2mm) and (38mm x 38mm x 2mm) is of ISI standard IS 1239 class B anti-corrosive, humidity resistant pipe with IS 4736-1968/1SO 65-1973 Zinc coat as approved for maximum J&K, India wind/snow load conditions, structural trusses be provided for absolute strength wind load 160km/hr (BL3-p rigid, wind resistant frame.) Reinforced rigid frame walls and ceiling sealed with internal shell.
Trusses (50mm x 50mm x 2mm):- 11 Nos. (10.7meter each), Centre truss support (38mm x 38m x 2mm):-11 Nos. (1.5 meter each), Vertical supports (38mm x 38mm x 2mm):- 22 Nos. (2.1meters each), Center supports (38mm x 38mm x 2mm)- 22Nos. (1.1meters each), Purlins (side wise) (38mm x 38mm x 2mm):-4 Nos. (21 meters each), Purlin Roof Top (38mm x 38mm x 2mm):- 5Nos. (21 meters each), Purlin front/Back (38mm x 38mm x 2mm) :-4 Nos. (10 meter each).
Buffer Room-2.0m x 2.1m x 3m x 2m (L x W x CH:SH):-
Trusses (50mm x 50mm x 2mm):- 2Nos. (2.3 meter each), vertical supports (50mm x 50mmx 2mm):- 2 Nos. (0.5meters each), Purlins (side wise) (38mm x 38mm x 2mm):- 2 Nos. (2.1 meters each), Purlin rooftop (38mm x 38mm x 2mm):- I Nos. (2.1 meters each), Purlin front & Back (38mm x 38mm x 2mm 2 No. 2.0 meter each
Gutter Height: 12 feet minimum, measured vertically from ground level to the gutter level
Central (Ridge) Height: 15 feet minimum, measured vertically from ground level to the highest point of the roof.
The height of the trusses can be increased as per the site requirement. | 1,691 | Kg | 108 | ₹1,82,628 |
| 10 | Providing and fitting of Aluminum strips/ profile (Side & top) 2" – Weight 0.35 Kg/mtr Anodized Anti dust: 248mtr @ 0.35 Kg/mtr = 86.8 Kg | 86.8 | Kg | 109 | ₹9,461.2 |
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