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Tender For Providing And Laying Of Shingle ( Crushed Stone Agg 20Mm ) Nominal Size In 132 Kv Bay Solan Circuit No.1 And 2 Sub Station At Girinagar, District Sirmour ( H.P. ), Sirmaur-Himachal Pradesh

Himachal Pradesh State Electricity Board-HPSEB has published Tender For Providing And Laying Of Shingle ( Crushed Stone Agg 20Mm ) Nominal Size In 132 Kv Bay Solan Circuit No.1 And 2 Sub Station At Girinagar, District Sirmour ( H.P. ). Submission Date for this Tender is 09-03-2024. Substation Tenders in Sirmaur Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42656007
Tender For Providing And Laying Of Shingle ( Crushed Stone Agg 20Mm ) Nominal Size In 132 Kv Bay Solan Circuit No.1 And 2 Sub Station At Girinagar, District Sirmour ( H.P. )
Limitted
Indian
Himachal Pradesh
Sirmaur
09-03-2024

Tender Details

Tender For Providing And Laying Of Shingle ( Crushed Stone Agg 20Mm ) Nominal Size In 132 Kv Bay Solan Circuit No.1 And 2 Sub Station At Girinagar, District Sirmour ( H.P. )

Key Value

Document Fees
INR 590 /-
EMD
INR 4642.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Tender forProviding and laying of Shingle (crushed stone agg 20mm)nominal size in 132 KV bay Solan circuit No.1 and 2 Sub Station at Girinagar, District Sirmour (H.P.)
Sl. No. Item Description
1R/M of civil works of Giri Power house (Hydro Power Generation )
22.8 Earth 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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1All kinds of soil.
34.1.11 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size).This includes cost of Cement slurry.
4Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in widthaswellas 10sqmon plan including gettingout and disposal ofexcavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:(2.1.1)
5Surfacedressingofthegroundincludingremovingvegetationandin-equalitiesnot exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.(2.28.1)
66.12 HalfbrickmasonrywithcommonburntclayF.P.S.(nonmodular)bricksofclass designation 7.5 in foundations and plinth in:6.12.1Cement mortar 1:3 (1 cement : 3 coarse sand
713.1 12 mm cement plaster of mix :13.1.1 1:4 (1 cement: 4 fine sand)
812.41 Providing 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.12.41.2 100 mm diameter
923.5 Supplying, filling, spreading & leveling stone aggrigate of20mm nominal size,intherequiredthickness,forallleads&lifts,all complete as per direction of Engineer-in-charge.
10Carriage/disposed of earth work by Mechanical Transport including loading, unloading and stacking upto a lead of 1 Km.(1.1.2)
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