Tender For Providing And Laying Balance Peripherial Sewer Line Sector Techzone-7 Under Zone-1 In Greater Noida West.
Tender Value
4.57 Crore
Estimated cost
Bid Submission
12 Nov 2026
12 days left
EMD
9.15 Lakhs
Bank guarantee accepted
Document Fee
6350
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 Balance Peripherial Sewer Line Sector Techzone-7 Under Zone-1 In Greater Noida West.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil. (DSR-23/2.8.1) |
| 2 | Depth from 0.0 to 1.5M below G.L. |
| 3 | Depth from 1.5 to 3.0M below G.L. |
| 4 | Depth from 3.0 to 4.5M below G.L. |
| 5 | Depth from 4.5 to 6.0M below G.L. |
| 6 | Depth from 6.0 to 7.5M below G.L. |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. (DSR-2023/2.25) |
| 8 | RCC Hume Pipes NP-3 including collars/ spigot & Socketed Type joint, Confirming to BIS specification as per IS 458: 2003 (SOR-25/Ch-2/SN-27) |
| 9 | 350 mm dia (Length 2.5 meter) |
| 10 | 500 mm dia (Length 2.5 meter) |
| 11 | 600 mm dia (Length 2.5 meter) |
| 12 | Laying and carting of above dia RCC hume pipe S&S NP-3 class & specials in site of work, lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar incoarse sand including excavation of earth below level of pipe |
| 13 | 350mm dia NP-3 pipe |
| 14 | 500mm dia NP-3 pipe |
| 15 | 600mm dia NP-3 pipe |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)). in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation as per approved. (GNIDA/AR) |
| 17 | 350mm dia NP-3 pipe (DSR-23/AR) |
| 18 | 500mm dia NP-3 pipe (DSR-23/AR) |
| 19 | 600mm dia NP-3 pipe (DSR-23/AR) |
| 20 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : (DSR-23/19.13) |
| 21 | 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : (DSR023/19.13.1) |
| 22 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-23/19.13.1.1) |
| 23 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m (DSR-23/19.14) |
| 24 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-23/19.14.1) |
| 25 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). : Depth not exceeding 1.5 m (DSR-23/2.16.1) |
| 26 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). : Depth exceeding 1.5 m but not exceeding 3 m (DSR-23/2.16.2) |
| 27 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). : Depth exceeding 3 m but not exceeding 4.5 m (DSR-23/2.16.3) |
| 28 | Supply and installation of following dia steel pipe 10mm thick conferming to IS:3589 through trenchless. Excavation of thrust pit and receving pit of required size and the excavation & filling back & conmpaction complete as per specification for road crossing by auger boring nicthod. Pipe will be installed at depth beyond 3m below the ground surface in downward required slope. |
| 29 | 500mm dia (NOIDA/AR) |
| 30 | 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) |
| 31 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : EHD - 35 : Circular shape 560 mm internal dia (DSR-23/19.19.4.1) |
| 32 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : H D - 20 : Circular shape 560 mm internal diameter (DSR-23/19.19.3.1/AR) |
| 33 | 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) |
| 34 | Cartage of ballast, Kankar Coal, grit or sand including loading & unloading but excluding stackings on pakka roads: 5th Km. (SOR-25/Ch-4/4.02/232(a)) |
| 35 | 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) |
| 36 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.4.2) |
| 37 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.5.2) |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR-23/4.1.3) |
| 39 | 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. |
| 40 | 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 (DSR-23/5.33.1) |
| 41 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. (DSR-2023/14.23) |
| 42 | Hire charges of Pump set of capacity 4000 litres/Hours (DSR-2023/code-0011) |
| 43 | Deisel for pump (MR/GNIDA) |
| 44 | Pump Operators (SOR-2025/Ch-3/SR-35 |
| 45 | Supply of Sweeper (SOR-2025/Ch-3/26) |
| 46 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR-23/19.16) |
| 47 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : (DSR-2023/19.21) |
| 48 | For pipes 100 to 250 mm diameter (DSR-2023/19.21.1) |
| 49 | For pipes 250 to 300 mm diameter (DSR-2023/19.21.2) |
| 50 | For pipes 350 to 450 mm diameter (DSR-2023/19.21.3) |
| 51 | 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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