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Tender For Construction Of Rain Harvesting System At Kv School, Scada Multipurpose Hall And Hospital Building At Township Of Chamera-Ii Power Station, Karian (Pkg. No. Cii-966), Chamba-Himachal Pradesh

National Hydroelectric Power Corporation Limited has published Tender For Construction Of Rain Harvesting System At Kv School, Scada Multipurpose Hall And Hospital Building At Township Of Chamera-Ii Power Station, Karian (Pkg. No. Cii-966). Submission Date for this Tender is 20-02-2023. Water Harvesting Tenders in Chamba Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

35876189
Corrigendum : Tender For Construction Of Rain Harvesting System At Kv School, Scada Multipurpose Hall And Hospital Building At Township Of Chamera-Ii Power Station, Karian (Pkg. No. Cii-966)
Open Tender
Indian
Himachal Pradesh
Chamba
20-02-2023

Tender Details

Construction Of Rain Harvesting System At Kv School, Scada Multipurpose Hall And Hospital Building At Township Of Chamera-Ii Power Station, Karian (Pkg. No. Cii-966)

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Feb-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-02-2023

Key Value

Document Fees
INR 590 /-
EMD
INR 28000.0 /-
Tender Value
INR 14.17 Lakhs /-

BOQ Items

Name of Work: Construction work of Rain Harvesting System at Administrative Office and Residential Colony of Chamera- III Power station, Karian (Pkg. No. CIII-962)
Sl. No. Item Description
1Earth 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soils.
2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
3Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge
4Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
5Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded ,stone aggregate 40 mm nominal size)
7Centering and shuttering including strutting, propping etc. and removal of form for . Foundations, footings, bases of columns, etc. for mass concrete
8Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
9Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls .Under 20 cm wide
10Providing 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): 3 graded stone aggregate 20 mm nominal size):
11Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars.
12Providing 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) : 4 graded stone aggregate 20 mm nominal size)
13Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
1415 mm cement plaster on the rough side of single or half brick wall of mix . 1:6 (1 cement: 6 fine sand)
15Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.Pipe 200 mm dia.
16Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.PVC pipe 200 mm Dia Tee
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