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Tender For Laying And Connecting SoS Mess, Upper Family Qtrs Sewer Line With 150 Kld Stp And Replacing Of Damaged Sewer Line Of Jawan Barrack 17Th Bn R/Peo, Kinnaur-Himachal Pradesh

Indo Tibetan Border Police Force-ITBP has published Tender For Laying And Connecting SoS Mess, Upper Family Qtrs Sewer Line With 150 Kld Stp And Replacing Of Damaged Sewer Line Of Jawan Barrack 17Th Bn R/Peo. Submission Date for this Tender is 02-12-2023. Sewerage Construction Tenders in Kinnaur Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

40790964
Tender For Laying And Connecting SoS Mess, Upper Family Qtrs Sewer Line With 150 Kld Stp And Replacing Of Damaged Sewer Line Of Jawan Barrack 17Th Bn R/Peo
Open Tender
Indian
Himachal Pradesh
Kinnaur
02-12-2023

Tender Details

Tender For Laying And Connecting SoS Mess, Upper Family Qtrs Sewer Line With 150 Kld Stp And Replacing Of Damaged Sewer Line Of Jawan Barrack 17Th Bn R / Peo

Key Value

Document Fees
Refer document
EMD
INR 27394.0 /-
Tender Value
INR 13.69 Lakhs /-

BOQ Items

Name of Work :- Laying and connecting So"s Mess, Upper family Qtrs Sewer line with 150 KLD STP and replacing of damaged sewer line of jawan barrack 17th Bn R/Peo
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Ordinary rock
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived fromnatural sources: 3 graded stone aggregate 20 mm nominalsize derived from natural sources).
5Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
7Brick 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)
812 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
9Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
10Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge:Up to 150 mm diameter
11Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : Bricks of class designation 7.5
12Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 150 mm dia Ductile Iron Class K-9 pipes
13Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :150 mm dia pipes
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