Tender For Providing And Laying Rising Main Treated Water Line From 20 Mld Stp To C & D Waste Plant Uk-Ii Sector Ecotech-3 Including 3 Year O&M In Greater Noida.
Tender Value
1.51 Crore
Estimated cost
Bid Submission
12 Nov 2026
12 days left
EMD
3.04 Lakhs
Bank guarantee accepted
Document Fee
2700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gautam Buddha Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing And Laying Rising Main Treated Water Line From 20 Mld Stp To C & D Waste Plant Uk-Ii Sector Ecotech-3 Including 3 Year O&M In Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia (DAR-2023/2.10.1.2) |
| 2 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: 150 mm dia Ductile Iron Class K-9 pipes (DAR-2023/18.72.16) |
| 3 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket: 150 mm dia pipes (DAR-2023/18.70.2) |
| 4 | Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 150 mm dia250mm dia (DAR-2023/7668/AR) |
| 5 | P/f M.S. Specials such as tee, bends, collars, tapers, Gap piecs, including flange end as required, painting, Cutting, Welding as per site requirement of M.S. pipe thickness etc complete in all respects as per direction E/I (NOIDA/AR) |
| 6 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : (DSR-23/18.59) |
| 7 | 100 mm dia (DSR-23/18.59.3) |
| 8 | 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 : (DSR-23/18.35) |
| 9 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-23/18.35.1) |
| 10 | Supply and installation of Following dia steel pipe 10mm thick confirming to IS:3589 through trenchless. Excavation of thrust pit and receiving pit of required size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring methode. Pipe will be installed at depth beyond 3m below the ground surface in downward required slope. |
| 11 | 150mm Dia (AR/NOIDA) |
| 12 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road (DSR-23/15.43.2) |
| 13 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-23/15.2.1) |
| 14 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). (DSR-23/6.2.2) |
| 15 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.4.2) |
| 16 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 17 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. : All works upto plinth level ; Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR-2023/5.33.1.1) |
| 18 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore (DSR-23/18.17.6) |
| 19 | Supply. Installation, testing and fixing Sewage submersible pump including ss 410 Guide pipe and Chain link, Cable & Pannel.A). Capacity 32 LPSB). Total head 10 mtr.C). Speed 960 rpmD). Size of solid passable 100mmE). Deliver size 200mmF). Material of pumpi). Casing 2% NI-CIii). Impeller CF 8Miii), Shaft SS 410(GeM approved rate) |
| 20 | P/F Reflex Valvs upto 600 mm dia shall conform to IS 5312 Part 1 & above to IS 5312 Part 2 with latest amendent, valves shall be in graded Cl with metal to metal (IS 318 Gr. LTB 2) seating, preferbly slanted (and not perpendicular) vis-à-vis horizontal axis; SS AISI 410 stub pins & slant seat design with comple component & Material of Construction following below: |
| 21 | 1-Body/Door/Dome-Cast Iron IS 210 Gr. FG 2602-Hinge pin (Singal door)/ Stub pin (multidoor type)-SS AISI 4103-Seat & Face rings-Gun metal: IS 318 Gr. LTB 24-Rivets-Soft annealed brass5-Fasteners-Carbon steel6-Flang Drilling-IS 1538 Table 47-PN 1.08-by-pass arrangment-Optional9-Painting/Coasting-Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BULE)10-Hydro-test Seat-10/16 kg/cm2; Body: 15/24 Kg/cm2Make-Indian Valve Pvt.Ltd (IVC)/Kirloskar Brothers Limited (KIRLOSKAR) |
| 22 | 150mm Dia (NOIDA/AR) |
| 23 | P/F Sluice Valve Shall generally conform to IS 14846 with latest amendent, ith length over flanges as per PD of IS 14846 corresponding to BS EN-558/IOS 5752 basic series 3 in Cl construction having metal seating (IS 318 Gr. LTB 2) with complet Component & Material of construction following below:-1-Body/Door/Dome-Cast Iron IS 210 Gr. FG 2602- Spindle-Non rising, Stainless Steel AISI 4103-Body Seat/Door face-Gun metel: IS 318 Gr. LTB 2 (Rings to be press fitted and riveted, no screws allowed)4-Rivets-Soft annealed brass5-Spindle Nut-Gun metel: IS 318 Gr. LTB 26-Stem seal-Greased Hemp7-Fasteners-Carbon steel |
| 24 | 8-Flang Drilling-IS 1538 Table 4 & 69-PN 1.010-Accessories (400 mm and above)-Ball thrust bearings to be houused above the wet chamber i.e above the gland Enclosed Spur Gear Box for ease of operation. Air Plug11-Painting/Coasting-Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BULE)12-Hydro-test-(Open Ended Only) Seat: 10/16 kg/cm2; Body: 15/24 Kg/cm213-Upto 600 mm dia Manual Operated & above 600 mm Gear boxMake-Indian Valve Pvt.Ltd. (IVC)/Kirloskar Brothers Limited (KIRLOSKAR) |
| 25 | 150mm dia (NOIDA/AR) |
| 26 | S/f column pipe heavy C class 3.0x250mm da 7.mm thekness iith elded flange & suitable rbs at one end socket at othe end. (Noida /AR) |
| 27 | S/f column pipe heavy C class 1.50x250mm da 7.mm thekness iith elded flange & suitable rbs at one end socket at othe end. (Noida /AR) |
| 28 | Supply installation, testing and commissioning of electromagnetic type flow meter with indicator. transmitter and totaliser with all accessories and hardware, etc complete in all respects.: Size 450mm for manifold size 450mm of ugr header. (NOIDA/AR) |
| 29 | Supply, Installation, Testing & Commissioning of Effluent Quality Monitoring System at Designated Location for Real Time based continuous measurement using chemical free common / separate sensors for following parameters within their specified measuring ranges. COD, BOD, TSS, Nitrate, Total Nitrogen Total Phosphorus, pH and temperature as per the attached Annexure \\"\\"A\\"\\". Complete all work, including one year Operation and Maintenance. Online Effluent monitoring data to be connect with servers of the concerned SPCB/PCC and CPCB in a time bound manner.Above Monitoring System shall comprise Local Real Time Data Acquisition Unit with Backlight LCD display with the provision of up linking the data intermittently during the day via SMS/ GPRS to Mobile/s or the Centralized Monitoring Station (Client's Scope) in CSV format. |
| 30 | O & M for Ist year 20MLD STP Sec-Ecotech-2 |
| 31 | O & M for 2nd year 20MLD STP Sec-Ecotech-2. |
| 32 | O & M for 3rd year 20MLD STP Sec-Ecotech-2 |
| 33 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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