Tender For Providing Lis For Sharli Guddi In Gp Sharli Tehsil Kamroo Distt Sirmour (Hp) Under Nabard (Sh:- Providing, Laying, Jointing & Testing In Tranches Of Galvanized Steel Welded Pipe And Laying And Jointing Of Gi Pipe And Hdpe Pipe Line Of Various D
Tender Value
1.63 Crore
Estimated cost
Bid Submission
05 Aug 2026
8 days left
EMD
2.40 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sirmaur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Lis For Sharli Guddi In Gp Sharli Tehsil Kamroo Distt Sirmour (Hp) Under Nabard (Sh:- Providing, Laying, Jointing & Testing In Tranches Of Galvanized Steel Welded Pipe And Laying And Jointing Of Gi Pipe And Hdpe Pipe Line Of Various Dia. In Distribution System And Providing And Fixing 94 Nos. Outlet Assembly At Various Nodes) Job-2 Estimated Cost:- 16357351-, E/Money:-240000- Time:-9 Months
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in drain and channels etc. in earth work in all kind of soil such as Kankar Moorum, Shingles, conglomerate saturated soil decomposed or soft rock and hard rock by blasting by (where blasting prohabitated ) including dressing of sides and beds disposing of excavated earth with all leads and lifts disposed earth to be leveled and neatly dressed and then returning the stacked soil into foundation and trenches, etc, including ramming and consolidation the same wherever required with all leads & lifts and including jungle clearance and as per direction of the Engineer-in-Charge. |
| 2 | Laying, jointing and testing in trenches of high density polyethylene pipes (HDPE) for use for buried water mains and services. The jointing of pipe shall be done by butt fusion welding which shall conform to clause 3.2.1.2 of IS 7634 (part-II) 2012 etc each pipe shall be BIS marked (IS: 4984-2016 or latest with up to date amendments) of following grade and nominal dia and of pressure rating as under complete in all respects including all leads, lifts at site as directed by the Engineer In charge. (earth work to be measured and paid for separately) |
| 3 | 50mm dia. PE-80, PN-4 |
| 4 | 63mm dia. PE-80, PN-4 |
| 5 | 75mm dia. PE-80, PN-4 |
| 6 | 90mm dia. PE-80, PN-4 |
| 7 | 110mm dia. PE-80, PN-4 |
| 8 | 140mm dia. PE-80, PN-4 |
| 9 | 50mm dia. PE-100, PN-6 |
| 10 | 63mm dia. PE-100, PN-6 |
| 11 | 75mm dia. PE-100, PN-6 |
| 12 | 90mm dia. PE-100, PN-6 |
| 13 | 40mm dia. PE-100, PN-8 |
| 14 | 50mm dia. PE-100, PN-8 |
| 15 | 63mm dia. PE-100, PN-8 |
| 16 | 75mm dia. PE-100, PN-8 |
| 17 | 90mm dia. PE-100, PN-8 |
| 18 | 32mm dia. PE-100, PN-10 |
| 19 | 40mm dia. PE-100, PN-10 |
| 20 | 50mm dia. PE-100, PN-10 |
| 21 | 63mm dia. PE-100, PN-10 |
| 22 | 90mm dia. PE-100, PN-10 |
| 23 | 32mm dia. PE-100, PN-12.5 |
| 24 | 40mm dia. PE-100, PN-12.5 |
| 25 | 50mm dia. PE-100, PN-12.5 |
| 26 | 63mm dia. PE-100, PN-12.5 |
| 27 | 75mm dia. PE-100, PN-12.5 |
| 28 | 110mm dia. PE-100, PN-12.5 |
| 29 | 32mm dia. PE-100, PN-16 |
| 30 | 40mm dia. PE-100, PN-16 |
| 31 | 50mm dia. PE-100, PN-16 |
| 32 | 63mm dia. PE-100, PN-16 |
| 33 | 75mm dia. PE-100, PN-16 |
| 34 | 110mm dia. PE-100, PN-16 |
| 35 | Providing and Fixing required fitting and accessories for jointing of HDPE pipe complete in all respects including all leads, lifts at site and as per the direction of Engineer In charge. |
| 36 | Providing laying. jointing ,testing and commissioning at site in trenches beveled ended galvanized steel pipe of Grade L360 or X 52 as per specifications confirming to IS /1SO-3183-2007 or Latest with upto date amendments having minimum wall thickness as specified below& capable of withstanding required test pressure as prescribed in IS/ISO code in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with up to date amendments (leak proof) in three layers at site of work with welded rods of Advani/ oeriliken make 1ST marked ( welded rods 3rmm to 4 mm ) and all allied accessories whatever required for welding at site tail pieces, tee bends & other special manufactured from parent pipes as applicable to the particular each and of approved specification as per site condition and cutting of piped wherever required as per site requirement including carriage in all leads & lifts and as directed by the engineer in charge. The pipe shall have zinc coating inside & outside confirming o IS-4736-1986 or latest with up to date amendment & shall be engaged with MSERW pipe Grade L360/X52 the laying shall confirm to BIS 5822-970 or latest with up to date amendments to the entire satisfaction of Engineer -In- Charge. ( Earth work & cost of MS Flanges after 90 meter length shall be measured & paid for separately. ) including all leads lifts and carriage of material at site as per direction and to the entire satisfaction of the Engineer- In- charge. |
| 37 | Phase -1 from DT-2 to DT-3 |
| 38 | Dia From RD to RD wall thicness Grade |
| 39 | 200mm 00 2031 4.80 L-360 of X 52 |
| 40 | Providing. welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 |or latest with un to date amendments to Galvanized steel/GI Pipes after every 90 METERS or as per site requirement including cutting of of Pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relevant IS Code i.e. IS 816- 1969 or latest, as applicable with up to date amendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date amendments including packing sheet i.e. asbestos fiber sheet minimum 3mm thick and painting with anticorrosive paints Complete in all respect including all leads and lifts and as per entire satisfaction of Engineer- in- charge. |
| 41 | Dia From RD to RD Length FT |
| 42 | Phase -1 from DT-2 to DT-3 |
| 43 | 200mm 00 2031 2031 5 |
| 44 | Laying, jointing, testing & commissioning at site in trenches following plain ended GMS pipes of heavy/medium grades as under conforming to BIS/ 1239 PART-1 1990 or latest with upto date amendements capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. |
| 45 | Phase -1 from DT-3 to DT-4 |
| 46 | Dia From RD to RD Length Grade |
| 47 | 150mm 0 3541 3541 GI(M) |
| 48 | Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size and curing complete excluding cost of form work in Foundation and Plinth as per direction and to the entire satisfaction of the Engineer-in-charge . |
| 49 | Providing and laying cement concrete by concrete mix using nominal concrete mix 'M-20 \\" with graded stone aggregate 20mm nominal size finishing and curing complete (excluding the cost of form work) for RCC work.as per direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts including carriage. |
| 50 | Providing and laying Precast slab in nominal cement concrete MIX of M25 and curing complete excluding cost of form work as per direction and to the entire satisfaction of the Engineer-in-charge . |
| 51 | Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge |
| 52 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish including centring, shuttering, strutting & propping etc. with wooden battens & ballies,height of propping & centring below supporting floor to ceiling should be upto all heights & removal of the same for in situ-reinforced concrete & plain concrete work in all leads & lifts including carriage and as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 53 | Vertical surfaces such as wall (any thickness.) partitions & the like including attached pillasters, buttresses,plinth & string courses & the like. |
| 54 | Boulders filling at bottom of 350mm Φ Hydrant Chamber |
| 55 | Fittings and accessories |
| 56 | 75mmΦ PN4.0/5.0/6.0/8.0 HDPE pipes |
| 57 | 75mmΦ PN4 HDPE pipe end |
| 58 | 75mmΦ PN4 HDPE 90⁰ bends |
| 59 | 75mmΦ PN4 HDPE QC pump connector |
| 60 | Providing mild/tor steel reinforcement for R.C.C work including bending,binding and placing in position complete upto floor two level in all leads & lifts including carriage and as per direction and to the entire satisfaction of the Engineer-in-charge . |
| 61 | Providing & fixing in position RCC pipe of following dia., class & length for outlets |
| 62 | RCC pipe of 900mm Φ NP2.0 |
| 63 | RCC pipe of 350mm Φ NP2.0 |
| 64 | Providing and Fixing 50 mm dia C.I control/sluice valve Kirloskar/Leader make as per direction and to the entire satisfaction of the Engineer-in-charge . |
| 65 | Steel work welded in built up sections,trusses & framed work including cutting, hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works.work in all leads & lifts including carriage and as per direction and to the entire satisfaction of the Engineer-in-charge . |
| 66 | Miscellanious for locking arrangements & other accessories as per direction and to the entire satisfaction of the Engineer-in-charge . Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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