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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.2 CrAdmitted-Finance | -16.26% | ₹21.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹21.7 CrAdmitted-Finance | -14.28% | ₹21.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹22.3 CrAdmitted-Finance | -11.97% | ₹22.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹24.0 CrAdmitted-Finance | -5.00% | ₹24.0 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non-responsive |
Tender Value
₹25.3 Cr
EMD Value
₹50.6 L
Closing Date
19 May 2026, 4:00 pmClosed
Executive Engineer S and D Division Ist
Suliman Complex Dalgate Srinagar
Used Water Management Project in Municipal Council Pampore Cluster Khrew under UWM-SBM 2.0 by way of Design and Construction of Sewage Treatment Plant 3.50 MLD and 15 KLD Fecal sludge Treatment Plant incl. operation and maintenance for 5 years
2026_HAUDD_308075_1
e-NIT No.02 of 2026-27
Open Tender
Civil Works
Percentage
547 days
Pampore
as per NIT
2 documents required · 2 mandatory
₹10,000
Accounts Officer J and K UEED
₹50.6 L
Chief Engineer J and K UEE Department
7 Aug 2026
17 Apr 2026
20 May 2026
17 Apr 2026
19 May 2026
17 Apr 2026
17 Apr 2026 - 23 Apr 2026
27 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Sewage Treatment Plant (3.50 MLD) and Faecal Sludge Treatment with including Aerobic Digester Jungle clearing, site Levelling by Cutting and Filling Survey Design ,Engineering, Supply, construction, erection, hydraulic testing and commissioning of STP (including Faecal Sludge Treatment) The scope shall include all required detailed engineering design, supply, execution of civil works, erection of equipment, testing, and process commissioning necessary to deliver a fully functional and compliant Sewage Treatment plant (STP) with Faecal Sludge Treatment system. This work encompasses all civil, structural, architectural, mechanical, electrical, instrumentation, and infrastructure components. | |||||
| 2Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not excedding 10 sqm on plan, depth upto 1mtr from cutting edge disposed earth is to be levelled and neatly dreassed in: | |||||
| 2.01 | In Ordinary Soil
In Gravity Network 1,3,4,5, Connection Line
(A) Upto 1.5 Mt. dpt.from G.L. | - | Cum | - | - |
| 2.02 | (B) 1.5 Mt. TO 3.00 Mt. Depth | - | Cum | - | - |
| 2.03 | (C) 3.0 Mt TO 4.50 Mt depth | - | Cum | - | - |
| 2.04 | (D) 4.5 Mt. TO 6.00 Mt. Depth | - | Cum | - | - |
| 2.05 | (E) 6.0 Mt TO 7.50 Mt depth | - | Cum | - | - |
| 2.06 | In Ordinary Rock
(A) Upto 1.5 Mt. dpt.from G.L. | - | Cum | - | - |
| 2.07 | (B) 1.5 Mt. TO 3.00 Mt. Depth | - | Cum | - | - |
| 2.08 | (C) 3.0 Mt TO 4.50 Mt depth | - | Cum | - | - |
stage.html
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BOQ_998796.xls
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SBD.pdf
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DoE-IInit2pampore.pdf
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DoEnit2_0001.pdf
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Replytoqueriesnit2-5-5-26.pdf
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