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Tender ID
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
18 Feb 2026, 5:00 pmClosed
Executive Engineer
ExecutiveEngineer Uttarakhand Jal Sansthan Near DM Office, Rudrapur, U.S. Nagar Uttarakhand
Shifting of Existing Pipelines from old alignments to new and safe alignments along with Aaditya Chauk to D.D. Chauk, D.D. Chauk To Darau Chauk within Kichha Urban w/s scheme under Deposit work within Udham Singh Nagar division Under Deposit Work
2026_UKJS_91767_1
2318/Nivida/2025-26 dated 31.01.2026
Open Tender
Civil Works - Water Works
Item Wise
90 days
Udhamsingh Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, UJS
₹1.3 L
Udhamsingh Nagar
6 Feb 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
18 Feb 2026
6 Feb 2026
9 Feb 2026
Rates for Shifting of Existing Pipe Lines from old alignments to new & safe alignments along with AadityaChauk to D.D. Chauk, D.D. Chauk To Darau Chauk within Kichha Urban w/s scheme under Deposit workwithin Udham Singh Nagar division Under Deposit Work
Dismantling manually/ by machenical means including of serviceable materials and disposal of unserviceable materials within 50 meter lead directed by Engineer in charge. Bituminous Road
Earth work in excavation by mechanical means (Hydraulic exacavator)/ Manual means in foundation trench or drains (not exceeding 1.50 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms lift upto 1.50 m including getting out the excavated soil and disposal of surpus excavated soil as directed, within a lead of 50m.
Providing Lowering into ternches with true to alignment laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications with testing of pipe line including supply of jointing materials. PE-63 Grade:PN-6.0 (6.0 Kg/Cm2) HDPE Pipe 315 mm dia PE-63 PN 6.0
HDPE Pipe 200 mm dia PE-63 PN 6.0
HDPE Pipe 160 mm dia PE-63 PN 6.0
HDPE Pipe 110 mm dia PE-63 PN 6.0
HDPE Pipe 90 mm dia PE-63 PN 6.0
HDPE Pipe 75 mm dia PE-63 PN 6.0
HDPE Pipe 63 mm dia PE-63 PN 6.0
Providing and fixing C.I. Sluice Valves (with cap) complete with bolts, nuts, rubber insertions etc PN 16ng Air Valves of approved quality with bolts, nuts, rubber insertions etc. 300mm dia Sluice valve
200mm dia Sluice valve
150mm dia Sluice valve
100mm dia Sluice valve
Providing and fixing C.I. Double acting Air Valves of apporoved quality with bolts, Nuts, rubber insertions etc PN 16 50mm dia
80mm dia
Constructing 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 :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Shifting of Water Connection from existing pipe line to proposed (Shifted) pipe line including s/s all material, labour, T&P etc required for proper completion of work. ( As per enclosed unit estimate enclosed)
Construction of PTSP as per type and design & enclosed unit estimate including s/s all material, labour T&P etc required for proper completion of work.
Making inter connection including cutting the exsting A.C. Pressur Main of 150 mm dia, to 350 mm nominal dia. Insurting specials or fittings, bailing or pumping out water, cartage of the materials and returing the scrap to the store, jointing etc. complete. (execuding the cost of insertion pipe)
Making inter connection existing with the MS/GI Main of 100 mm dia, to 150 mm nominal dia. Including, Cutting and threding of pipe bailing or pumping out water, cartage of the materials and returing the scrap to the store, jointing etc. complete. (excluding the cost of insertion pipe)
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