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Updated dates
Tender Value
₹28.3 Cr
EMD Value
₹28.3 L
Closing Date
12 May 2026, 5:00 pmClosed
Superintending Engineer
2/33, Ashiyana Phase-2 Kanth Road, Moradabad
Interception and diversion I and D and STP for Existing Drain in Najibabad
2026_UPJNM_1132330_1
392/Nivida/28 dated 30.03.2026
Open Tender
Civil Works - Others
540 days
Najibabad
As per Tender Document
2 documents required · 2 mandatory
₹23,600
EXECUTIVE ENGINEER CD UPJN (U)
₹28.3 L
S. E. CC UPJN (U) Moradabad
2 Apr 2026
2 Apr 2026
13 May 2026
2 Apr 2026
12 May 2026
27 Apr 2026
9 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Design, Construction, Supply of all materials, Erection and Commissioning of co treatment facilities (11.1 MLD STP cum 24.0 KLD FSTP) with all the civil, electrical , mechanical, instrumentation and scada system, LT/HT panel, sub station building, DG set foundation, admin buidling, laboratories, meter room and campus development [Construction of Internal Road (CC Road, 3.5m wide, area approx 1500sqm.), staff quarters as per requirement and specification, external water supply (20KL tank including tube well and pumping arrangement, electrification & street llighting and sanitation work) etc. all complete for STP with co-treatment facilities. STP shall be based on SBR Technology. The effluent quality for agricultural uses (PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-10mg/l) , COD-30 mg/l , Residual chlorine-nil , TKN-10mg/l, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). ) shall be maintained as per CPHEEO manuals. Latest NGT norms for effluent discharge shall be adhered. The cost of MPS (Civil and E&M works) and treated effluent pipe are included in this estimate. | ||||||
| 1.01 | Civil works | - | Job | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | RCC retaining wall of ht. 1.8m above GL (length 150m) | - | 1 Job | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Construction of Boundary Wall 2.0m ht. with wirefencing (additional) above plinth level with RCC Column @3m c/c with plinth beam and foundation avg. 1.2m depth including reinforcement and RCC coping on top of wall with plaster (1:4) and painting (apex painting 3 coat) as per type design and drawing at the STP site | - | m | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | MS gate (3.6m wide with wicket gate) | - | No. | - | - | BI01010001010000000000000515BI0100001116 |
| 2Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including | ||||||
| 2.01 | (a) 0.00 to 1.50 m | - | m³ | - | - | BI01010001010000000000000515BI0100001118 |
| 2.02 | (b) 01.50 to 03.00 m | - | m³ | - | - | BI01010001010000000000000515BI0100001119 |
| 2.03 | (c) 03.00 to 04.50 m | - | m³ | - | - | BI01010001010000000000000515BI0100001120 |
| 2.04 | (d) 04.50 to 06.00 m | - | m³ | - | - | BI01010001010000000000000515BI0100001121 |
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