Tender For Providing And Laying Of Rising Main Pipe Line And Construction Of New Tubewells (S/I/T/C Of Pumping Plant For Tubewell) At Sector Mu-2 In Greater Noida.
Tender Value
2.31 Crore
Estimated cost
Bid Submission
26 Oct 2026
3 days left
EMD
4.64 Lakhs
Bank guarantee accepted
Document Fee
4090
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 Of Rising Main Pipe Line And Construction Of New Tubewells (S/I/T/C Of Pumping Plant For Tubewell) At Sector Mu-2 In Greater Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. : All kinds of soil (DSR-2023/2.6.1) |
| 2 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: (DSR-2023/18.72) |
| 3 | 300 mm dia Ductile Iron Class K-7 pipes (DSR-2023/18.72.5/AR) |
| 4 | 200 mm dia Ductile Iron Class K-7 pipes (DSR-2023/18.72.3/AR) |
| 5 | P/L Sluice valve shall ganerally conform to IS 14846 with latest amendment with length over flanges as per PD of IS 14846 Corresponding to BS EN-558/ISO 5752 Basic Series 3in CI Construction having metal scating (IS 318 Gr. LTB 2) With comple Component & Material of construction following below:-NSI-1. 10 (Make -Indian Valve Pvt. Ltd. IVC/Kirloskar Brothers Limited) NSI |
| 6 | 80mm dia sluice valve (Kirlosker/VC Make) NSI |
| 7 | 300mm dia sluice valve (Kirlosker/VC Make) NSI |
| 8 | 200mm dia sluice valve (Kirlosker/VC Make) NSI |
| 9 | Providing and laying Mild Steel Pipe confirming to IS : 3589 through trenchless with excavation of thrust pit and reciving pit of reqired size and the excavation & filling back and compaction complete As per specification for road crossing by H.D.D/TBM machine method pipe will be installed upto desired depth from the ground surface or as per site condition in downward required slope ect. Complete as per requirement of work as per site. (NSI) |
| 10 | 300mm dia (NSI) |
| 11 | Constructing masonry Chamber 90x90x100 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 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), including 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-2023/18.34) |
| 12 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-2023/18.34.1) |
| 13 | 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-2023/4.1.3) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR-2023/5.22.6) |
| 15 | 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-2023/18.59) |
| 16 | 80 mm dia (DSR-2023/18.59.2) |
| 17 | P/L M.S specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing .NSI -Item Code: 1.7 |
| 18 | All the works including Hydrological survey topographical survey Design charges of all components such as distribution system, OHT, etc including preparation and approval of DPRDC/RC Drilling including Hiring Transportation , Erection, Dismantling with Loading and unloading of Rig and associated T&P complete in all respect including required all material labour & T&P etc.DC/RC Drilling up tp 100Mtr. |
| 19 | Drilling of 600mm dia bore GL to 60m BGL |
| 20 | Drilling of 500mm dia bore 60 to 100m BGL |
| 21 | DC/RC Drilling up tp 101Mtr. To 200mtr. Deep |
| 22 | Drilling of 500mm dia bore 101 to 200m BGL |
| 23 | All the works including Hydrological survey topographical survey Design charges of all components such as distribution system, OHT , etc including preparation and approval of DPR.Tubwell Assembly:MSERW plain pipe of 7.1 mm thickness As per IS 4270 |
| 24 | 300mm dia |
| 25 | 200mm dia |
| 26 | MSERW Pipe slotted pipe of 7.1 mm thick as per IS 8110 |
| 27 | 300mm dia |
| 28 | 200mm dia |
| 29 | MS Ring- |
| 30 | 300 mm o MS. Ring made by 175 mm x 16 mm Flat |
| 31 | 200 mm a MS. Ring mode bt mo mm x 12 mm riat |
| 32 | MS Ball plug As per IS 2800200 mm e M.S. Bail Plug |
| 33 | Reducer-300 x 200 mm Reducer |
| 34 | MSSI Clamp- As per IN 2800300 mm a MS S.I. Clamp |
| 35 | T/W Assy Support-300 mm a Tubewell Assembly Support |
| 36 | MS Well Cap-200 mm o MS Well Cap |
| 37 | Centre Guide-Center guide for 150mm aTW Assembly |
| 38 | Lowering of above Tubewell assembly including Caning upto site and welding of parts complete in alrespect with all required material T&P labour etc.Lowering up to 100 Mtr. Deep300 MM MSERW Plain/Slotted Pipe |
| 39 | 300mm dia |
| 40 | 200mm dia |
| 41 | Lowering up to 101 TO 200 Mtr. Deep.200 MM MSERW Plain/Slotted Pipe |
| 42 | Lowering up to 201 TO 300 Mtr. Deep.Logging of Borehole by Electric logging |
| 43 | Water Proof cable Rate as per GNIDA |
| 44 | Water arrangement for drilling of bore hole upto lowering & completion of Tubewell work. |
| 45 | Supplying and unconsolidated packing of pea-gravel with suitable size DSR-2023 23.8 |
| 46 | Development of Tube wellCharges for Development by 600 PSI Compressor per hour including Transportation up to siteInstallation, Dismantling with loading and unloading, etc. job complete in all respect |
| 47 | Charges for Development of TW by 3 cusec OP Unit including Transportation up to site, I 0StdT)a tioFtDismantling with loading.and unloading, etc. job complete in all respect |
| 48 | K.S.B. make submersible pump set, capacity 1500 Lmp at 54m delivery head 25 hp suitable for true bore well of 300mm dia Housing capable of pumping of cold and clear water not chemically attacking to pump construction material directly coupled to electric motor 2900 RPM operating on 400 + 5% volts, 3 phase 50Hz A.C. supply with bronze impeller and C I non return valve with 3.0 m core submersible cable. Rate as GNIDA |
| 49 | 25 HP (150 mm Dia size Main piping And valves) |
| 50 | 1. 100A TPN MCCB of L&T Make-1 no. 2. 0-100A Ammeter With ASS & CTs-1 set3. 0-500 V Voltmeter with VSS-1 Set.4. RYB Phase indicating Led lights with toggle switch & protection fuses-1 set.5. Submersobale cable finofex 1x3x16mm2 100mtrs.6. outgoing7. 32A TP Power Contractor of L&T Make-3 nos. 8. O/L Relay of Range 20-33A of L& T make -1 no.9. Fully automatic star delta timer-1 no.10. Protection Relay against Over/Under Voltage, Single/ Reverse/Phase Unbalance of havells make (Pro-Shield)-1 No.11. Suitable arrangement by using PLC/Timers to operate the starter for the set duration on every preset intervel of time including covering the time lapse due to power failure or other reason-1 set |
| 51 | MS. Column pipe 150 mm Dia size - MS pipe(Double flanged type) of 3mtr length and 10mm thickness.Rate As par Jal nigam 46.03 |
| 52 | Main Piping and Valve for Tubewell1. 45m 150mm MSERW double flanged column pipe in 3mtr leanth2. 2No 150mm CIDF Band3. 1No 150mm CIDF Reflax Valve4. 2 Nos 150mm CIDF Sulice Valve5. 1 No 150mm CIAF Tee6. 1 Pair Column Pipe Clamp7. 1 Set rubber Packinf and necessary Nut Bolt8. 2 Nos 150mm MSDF Pipe in Length of 1.50m9. 2 Nos 150mm MSDF Pipe in Length of 1.00m |
| 53 | Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1,50 m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of al material labour T&P etc complete as per instructions of Engineer -in -charge. Rate as par SOR -2025(DAR-2023)2.6.1 |
| 54 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2023/6.1.2) |
| 55 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks (DSR-2023/6.3.1) |
| 56 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-2023/13.4.2) |
| 57 | 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)). (DSR-2023/4.1.8A) |
| 58 | 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. |
| 59 | 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) |
| 60 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (DSR-2023/13.61.1) |
| 61 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. : Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR-2023/5.22.6) |
| 62 | Lettering with black Japan paint of approved brand and manufacture (DSR-2023/13.71) |
| 63 | Centering and shuttering including strutting, propping etc. and removal of form for : (DSR-2023/5.9) |
| 64 | Foundations, footings, bases of columns, etc. for mass concrete (DSR-2023/5.9.1) |
| 65 | Suspended floors, roofs, landings, balconies and access platform (DSR-2023/5.9.3) |
| 66 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 67 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. |
| 68 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making patternof 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 69 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR-2023/22.7.1) |
| 70 | Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. (DSR-2023/9.154) |
| 71 | Laying of Interlocking Tiles of 60/80/100 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. (SOR-2025/Ch No-5/5.07) |
| 72 | Supply of 60mm thick ISI marked | Shaped machanically compressed Interlocking cement concerete paver blocks, smooth high laoss finish, skid resistant, manufactured from rubber moulds through vibrocompressiojn mechanism, high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping. The compressive strength of concerete paver block shall not be less than 30 MPa and weight 4kg per No. confirming to IS: 15658-2006 (SOR-2025/ChNo-2/4(a)) |
| 73 | 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 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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