Tender For Strengthening Of W/S (Reboring Of 3 Nos. Tubewells, Rising Main Line And Making Foundation At Tw No. 3/23, 3/22, 26/24) Noida.
Tender Value
1.19 Crore
Estimated cost
Bid Submission
25 Aug 2026
1 days left
EMD
2.81 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening Of W/S (Reboring Of 3 Nos. Tubewells, Rising Main Line And Making Foundation At Tw No. 3/23, 3/22, 26/24) Noida.
BOQ
| Sl. No. | Item Description |
| 1 | (Errection of New Boring)Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS:2800 (Part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. Rocky strata including Boulders. NSI-6.1.01 |
| 2 | 600mm dia Rate for 0 to 60 Meter depth |
| 3 | 600mm dia Rate for 60 to 90 Meter depth |
| 4 | 600mm dia Rate for 60 to 120 Meter depth |
| 5 | Supply and lowering 7mm thick screwed and socketted MS ERW MS pipe 300mm dia of heavy class. NSI-6.1.05 |
| 6 | S/f Electric Resistance Welded (ERW) Stainless Steel Cage Type V wire wound screens shall be of continous trapezoidal wire spirally wound aroud fabricated cage. The screen must consist 'V' haped (wedge) profile wire of various dimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestricted bore which are in turn welded into cylindrical ring couplings at either end as per IS :8110-2000 with latest amendments and material specification as per AISI (American iron and steel Inst.) Type 304 Grade SS-304, 300mm dia pipe 8.00 Thickness and 1.00mm Slot size with Stainless steel socket of 300 mm. (Johnson make stainless steel or Apollo make) NSI 6.1.13 |
| 7 | Supply and lowering 350 mm dia 8mm wall thick MS housing pipe with screwed & socketed & male and femalethreads for joints etc.complete NSI-6.1.07 |
| 8 | Supply and shrounding the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel. NSI-6.1.08 |
| 9 | P/F reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet. NSI-6.1.09 |
| 10 | Supply of Well CAP suitable for 350 mm dia housing pipe of 8mm dia. NSI-6.1.10 |
| 11 | S/F bail plug suitable for 300mm dia MS pipes. NSI-6.1.11 |
| 12 | Development of tubewell by air compressor having capacity of 350 cfm at over pumping unit. The capacity of compressor should be such that D/o may be done depresed water level 10 Mtr. or as may be approved by the E/I so as to get average Yield of about 6000 LPM and making water reasonable sand free including 10 parts/million of water in colume within 15 minutes. The period of development by air compressor may be 100 hrs. may be stop earlier if required by the E/I or development of well. NSI-6.1.12 |
| 13 | Making of auxilliary well for water supply for drilling purpose water etc. refilling the same after proper completion of work. NSI-6.1.04 |
| 14 | (P/L Rising Main for TW)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 Code No.-15.43.2) |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR Code No.-2.6.1) |
| 16 | P/L following size of Finolex makes PVC pipes 10 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS:4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/supreme Industries Ltd. (Rate as per Comparative Statement per Rm.) |
| 17 | 200 mm dia with coupler @ 10 Kg/Cm2 Pressure with i/c all PVC atanderd Specials. NSI-1.4.02 |
| 18 | P/F MS specials such as Tee, Bends, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. NSI-1.7.00 |
| 19 | P/F Sluice Valve shall generally 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 3 in CI construction having metal seating (IS 318 Gr. LTB 2) with comple Component & Material of construction following below :- |
| 20 | 1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 |
| 21 | 2- Spindle - Non rising : Stainless Steel AISI 410 |
| 22 | 3- Body seat/Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) |
| 23 | 4- Rivets - Soft annealed bress |
| 24 | 5- Spindle Nut - Gun metal : IS318 Gr. LTB 2 |
| 25 | 6- Stem seal - Greased Hemp |
| 26 | 7- Fasteners - Carbon steel |
| 27 | 8- Flange Drilling - IS 1538 Table 4 & 6 |
| 28 | 9- PN 1.0 |
| 29 | 10- Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. Above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug. |
| 30 | 11- Painting/Coating - Inside & Outside epoxy liquid coated : DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 31 | 12- Hydro-test - (Open Ended only) Seat : 10/16 Kg./cm2 : Body : 15/24 Kg/cm2 |
| 32 | 13- Upto 600 mm dia Mannual Operated & above 600mm Gear box. |
| 33 | Make:- Indian Valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR) |
| 34 | 200 mm dia NSI-1.9.5 |
| 35 | P/F Reflex Valves upto 600mm dia shall conform to IS5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably 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 :- |
| 36 | 1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 |
| 37 | 2- Hinge pin (single door)/Stub pin (multidoor type) - SS AISI 410 |
| 38 | 3- Seat & Face rings - gun metal : IS 318 Gr. LTB 2 |
| 39 | 4- Rivets - Soft annealed bress |
| 40 | 5- Fasteners - Carbon steel |
| 41 | 6- Flange Drilling - IS 1538 Table 4 |
| 42 | 7- PN - 1.0 |
| 43 | 8- By - pass arrangement - Optional |
| 44 | 9- Painting/Coating Inside & Outside epxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 45 | 10- Hydro-test Seat: 10/16 Kg/cm2; Body: 15/24 Kg/cm2 Made - Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) |
| 46 | 200 mm dia NSI-1.10.3 |
| 47 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) (DSR Code No.-4.1.6) |
| 48 | 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) : 4 graded stone aggregate 20 mm nominal size) (DSR Code No.-4.1.3) |
| 49 | S/F of Submersible Motor & Pump having multi stage pump with bronze impellers, stainless steel shaft closed grained CI stage casing and non return valve. The pump will be directly coupled to a wet type submersible motor having bronze bearing bushes, PVC insulated winding, a thrust bearing axial to with stand vertical lead the motor runs at 2900 RPM and is suitable to opeate at 415 volts, rowing cool, clean drinking water two stage with given submersible motor pump with 3.0 meter 3 core flat PVC submersible cable make CRI/KSB/Crompton Greaves or equivalent. (CRI make) |
| 50 | 20 HP |
| 51 | 40 HP |
| 52 | 10 HP |
| 53 | Supply & Fixing Flat Cable 25 Sqmm. 3 Core Finolex make. AOR |
| 54 | S/F of fully Automatic Control panel with 20 H.P. Auto Transformer for submersible/V.T. Pump sets with following features No-volt, Under-voltage, Over-voltage protection, Microprocessor based overload protection, Unbalancing protection, Winding temperature controller, seal monitor, reverse rotation trip device and the automatic start/stop device according to the levels in the sump. The control panels are provided with normal indications such as Digital voltmeter, Digital Ammeter, and indicating lamps. Above panel is dust and vermin proof made out of 14 SWG CRC sheet with powder coating paint as per directions of E/I. (Make: Contractor-L &T, MCCB-L&T, WTC-Minilec, Auto Transformer-Electracare, VPD & MPD-Softhard, WLC/SM-Pumpcare C.T.-AE, Indicating Light & Push Button- L&T, Control Fuse-EE, Fuse Base-EE, Timer-L&T) AOR |
| 55 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by the Engineer in charge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sqmm 3½ core (PS-501) |
| 56 | S/f column pipe heavy C class 3.0 x 100mm dia with flange at both ends duly welded with four no. ribs & suitable ribs at both end male & female. NSI-4.3.31 |
| 57 | S/f column pipe heavy C class 1.50 x 100mm dia with flange at both ends duly welded with four no. ribs & suitable ribs at both end male & female. NSI-4.3.32 |
| 58 | S/f Submersible cable motor capacity up to 15 HP (2 x (10 Sq. mm x 4 core) + 1 x 1.5 Sq.mm 4 core) |
| 59 | Supply and Fixing of Electromagnetic water flow meter with 5 digit LCD display, SS 304 Grade pipe, Electrod SS 316 Grade, accuracy +/- 0.5%, 10 digit totalizer, flow pressure upto 0.3 m/s to 10 m/s, alarm empty pipe detection, input supply 230 V AC, output 4-20 mA, Line pressure : 15Kh/cm2 with complete fittiing as per requied Accessories for 150 mm dia pupe used as per direction of E/I. AOR P-37 |
| 60 | (Making Connection & Foundation)Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : Up to 300 mm dia (DSR Code No.-18.66.1) |
| 61 | P/F MS specials such as Tee, Bends, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. NSI-1.7.00 |
| 62 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR Code No.-2.6.1) |
| 63 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR Code.No-2.25) |
| 64 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) (DSR Code No.-4.1.6) |
| 65 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR Code No.-6.1.1) |
| 66 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR Code.No-13.4.1) |
| 67 | 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) : 4 graded stone aggregate 20 mm nominal size) (DSR Code No.-4.1.3) |
| 68 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. (DSR Code-11.3.1) |
| 69 | Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR Code No.-10.25.2) |
| 70 | Neat cement punning. (DSR Code No.-13.18) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender