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Tender For Construction Of Prefabricated Sheds (12X12) 10 No At Yatri Niwas Bhagwati Nagar, Jammu, Jammu-Jammu And Kashmir

Public Works Department-PWD has published Tender For Construction Of Prefabricated Sheds (12X12) 10 No At Yatri Niwas Bhagwati Nagar, Jammu. Submission Date for this Tender is 26-04-2024. PEB Tenders in Jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

43181773
Tender For Construction Of Prefabricated Sheds (12X12) 10 No At Yatri Niwas Bhagwati Nagar, Jammu
Open Tender
Indian
Jammu And Kashmir
Jammu
26-04-2024

Tender Details

Construction Of Prefabricated Sheds ( 12X12 ) 10 No At Yatri Niwas Bhagwati Nagar, Jammu

Key Value

Document Fees
INR 600 /-
EMD
INR 100000.0 /-
Tender Value
INR 50 Lakhs /-

BOQ Items

Name of Work:-Construction of Prefabricated sheds (12"-0""x12"-0"") 10 No"s at Yatri Niwas Bhagwati Nagar, Jammu
Sl. No. Item Description
1Providing and fixing of panels for wall and roof. The roof shall be provided 50mm thick puff insulated panel make Sintex or 0.50m thick precoated precoloured sheets. The roof sheet are laid over a frame work of trusses and purlins and rafters fixed using suitable fasterers. A 0.50mm precoated/ precoloured steel sheets ridge cover of 0.40mm from the eves wall and 0.30mm from the gable wall. The wall shall be made in sandwich panel systsm using 2No"s of precoated precoloured sheets of 0.50mm thick fitted fitted with 50mm thick puffwith bulk density of 40kg/cum. The puff panels shall be make Sintex/Llyod/Jindal contineous panel system. The panels shall be inserted one by one in"U" shaped ground track of size 52.5x35x1.25mm thick made from G.I sheet/sheet coil. The bottom track shall be fixed to the concrete platform level by suitable fasteners screwed on the PVc expandable screw cap. The top of the walls would be concealedwith "U" shaped top track of size52.5x35x1.25mm thick made from G.I sheet/sheet coil. The roof shall be 1:4 approximately as per seismic Zone -IV . The walls height shall be 3Mts at eves and 3.36 Mtsat centre gable.
2Earth work in excavation by manual 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 asdirected:1 meter from cutting edge
3Providing 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)
4Providing 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5Providing 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:1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation etc
7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT
8Filling available excavated earth
9Carriages of material by M.T including loading, unloading complete Stone/Sand Avg Lead 10 kms
10Stone above 40 mm Avg Lead 10 kms
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