Interception and Diversion of Nallahs flowing Through Sidhra Golf Course Jammu under head CAPEX

J&K Urban Environmental Engineering Department · Jammu, Jammu and Kashmir · Civil Works & Infrastructure · open

Key facts

Tender value: ₹13.8Cr
EMD: ₹27.6L
Published: 21 Oct 2026
Closing date: 11 Nov 2026
Status: open
Status as of: 04 Nov 2026 04:51 UTC
Department: Urban Environmental Engineering Department
Office: Sewerage & Drainage Division (West), Jammu

Description

Design and construction of a 4.5 MLD sewage treatment plant, interception and diversion structures at outfalls, and conveying mains, including operation and maintenance for 5 years after successful completion of a 12-month free trial run. Project cost is Rs 13.80 crore. Completion period is 24 months, excluding the free trial run.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Chartered Accountant certification of financial turnover, Completion certificates for similar works
Documents required: Tender document cost payment receipt or bank transfer/Treasury Challan details, Earnest Money Deposit in the form of CDR/FDR/Bank Guarantee pledged to the Chief Engineer, J&K UEED, Registration as a company, firm, A Class Contractor or Super Class Contractor, renewed for financial year 2026-27, Completion certificates for similar works issued by a competent authority not below the rank of Executive Engineer, Audited balance sheets and financial statements for the last 3 years, Chartered Accountant-certified average annual financial turnover certificate, Bank solvency certificate issued by a Nationalized or Scheduled Bank, Proof of positive net worth for the last three financial years, Bid capacity details and summarized audited balance sheet and profit and loss account for the last 3 years, Performance Guarantee in the form of CDR/FDR/Bank Guarantee, MoU with STP Technology Provider, GST registration and GSTR-3B for the specified period, EPF registration, PAN Card, Income Tax Returns for the last 3 years, Integrity pact, Acceptance of tender conditions and certificate for correctness of documents, JV agreement, where applicable

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Commercial terms

Bid type: Percentage
Evaluation: Percentage basis
Make in India (MII): No
MSE preference: No

Line items (42)

2 — Qty: 4 5
Construction of 4.50 MLD STP including Jungle Clearing, Site Levelling by Cutting and Filling Survey, Design, engineering, supply, construction, installation/ erection, hydraulic testing and commissioning of STP (including reuse pump station & Main Pump station MPS) The scope shall include all required detailed engineering design, drawing, supply, execution of civil works, installation/erection of machinery, equipment and instrumentation, including flowmeters , lab equipmens testing, and process commissioning necessary to deliver a fully functional and complete STP Components (as per proposed technology). This work encompasses all civil, structural, architectural, mechanical, electrical, instrumentation and infrastructure components as listed S.NO 1.01 to 1.05 below. below. (including safety gadgets such as rubber mating, fire estinguishers etc) as per the latest guidlines of CPCB / JKPCC and the CPHEEO manual — Qty: 1 Job
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. — Qty: 421.77 Cum
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : — Qty: 153.13 Cum
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil for Pumping main of DIK9 at STP,Conveying main of DI K7 and Pumping main for IPS — Qty: 2631.18 Cum
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. for Construction of I&D, (Ordinary Roc) — Qty: 49.39 Cum
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andmramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil — Qty: 309.55 Cum
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock for Pumping main of DIK9 at STP,Conveying main of DI K7 and Pumping main — Qty: 154.78 Cum
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Construction of RCC Manholes, — Qty: 17.01 Cum
Earth work in bulk excavation by manual means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. c) Ordinary Rock for Construction of I&D, — Qty: 6.17 Cum
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. for Construction of I&D — Qty: 6.17 Cum
Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete ,Construction of RCC Manholes, — Qty: 31.8 Cum
Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: a) In cement mortar for Construction of I&D — Qty: 25.2 Cum
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. for Construction of I&D — Qty: 0.9 Cum
Dismantling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge for Conveying main of DIK7 ,Pumping main of DI K9 IPS main — Qty: 178.75 sqm
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 30 mm girth upto and including 60 mm girth. for Construction of I&D — Qty: 2 Nos
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 60 mm girth upto and including 120 mm girth. for Construction of I&D — Qty: 2 Nos
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materialBeyond 1200 mm girth upto and including 2400 mm girth. for Construction of I&D — Qty: 1 Nos
Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in (1:4:8 (1 Cement:4 Coarse sand: 8 graded stone Aggregate 40mm nominal size) for Construction of I&D, — Qty: 4.95 Cum
Providing and laying in position machine batched and machine mixed design mix grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. for Manholes — Qty: 174 Cum

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