Tender For Strengthening Of W/S (Errection Of New Boring Of Tube Wells With Rising Main Line In Jaypee Wish Town Sector-128, 129, 131, 133 & 134), Noida.
Tender Value
7.25 Crore
Estimated cost
Bid Submission
28 Oct 2026
10 days left
EMD
14.52 Lakhs
Bank guarantee accepted
Document Fee
8260
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 (Errection Of New Boring Of Tube Wells With Rising Main Line In Jaypee Wish Town Sector-128, 129, 131, 133 & 134), Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Making of auxilliary well for water supply for drilling purpose water etc. refilling the same after proper completion of work. |
| 2 | Drilling of 600mm dia bore hole by reverese rotry machine upto the required length below the ground level as per specification. |
| 3 | a) G.L. to 60.00 Mtr. |
| 4 | b) 60.00 Mtr. to 90.00 Mtr. |
| 5 | 90.00 to 120.00 Mtr |
| 6 | Supply and lowering 7mm thick screwed and socketted MS ERW M.S. pipe 300 mm dia of heavy class. |
| 7 | Electric Resistance Welded (ERW) Stainless Steel Cage Type V wire wound screens shall be of continuos trapezoidal wire spirally wound around fabricated cage. The screen must consist 'V' shaped (wedge) profile wire of various dismensions, 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 coupling 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 300mm.(AOR) |
| 8 | Supply and lowering 350 mm dia 8mm wall thick MS housing pipe with screwed & socketed & male and femalethreads for joints etc.complete. |
| 9 | Supply, Lowering & Showing the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel. |
| 10 | P/F reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet. |
| 11 | S/F bail plug suitable for 300mm dia MS pipes. |
| 12 | Development of tubewell by air compressor/over pumping unit. The capacity of compressor should be such 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 as above by O.P. unit. |
| 13 | S/o well cap suitable for 350mm dia housing pipe of 8 mm dia. |
| 14 | Earth work in excavation by mecanical means (hydraulic excavater)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. in all kind of soil |
| 15 | 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. |
| 16 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level 1:5:10 (1 Cement : 5 C. Sand : 10 graded ston agg. 40 min N.S.) |
| 17 | M-150 Brick work in 6:6 cement & fine sand 1.25 F.M. mortar in foundation and linth including supply of all materials, labour and T&P etc. required for proper completion of the work. same as item no,-305 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. |
| 18 | Same as item no.-305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. |
| 19 | P/L Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 Cement ; 2 C. Sand : 4 graded stone agg. 12.5mm N.S.) |
| 20 | Brick work with bricks of class designation 150 in super structure above plinth level up to floor V level in all shape and sizes in cement mortar 1 : 4 (1 cement : 4 coarse sand ) |
| 21 | 12mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 22 | 15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 c. Sand). |
| 23 | 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 20 mm N.S stone agg. |
| 24 | Sand filling in plinth including supply of necessary quantity of sand a distance not exceeding 8 Kms. From the site of work and including watering dressing etc. labourand T&P etc. required for the proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 m. above ground leveland removal of rubbish upto a distance of 50 m. out side the periphery of area cleared. |
| 25 | Steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 26 | P/F factory made ISI marked steel glazed doors, windows and ventilators, side /top/ centre hugh with beading and all mambers such as K11 B and K-12 B etc. complete of stamdard rolled steel sections, joint metered and flash butt welded and sash bars tenoned and riverted with 15x3 mm lugs ,10 cm long ambeded in cement concrete blocks, 15x10x10 of 1:3:6 ( 1 cement :3 c sand :6 stone agg 20 mm n.s. ) or with wooden plugs and screw or rawl plugs and screw or with fixing clip or with bolts and nuts as required included P/F of hinges ,piovts ,float glass panes with glazing clips and special metal sash, putty of approved make complete including applying a priming coat of approved steel primer including the cost metal, beading and other fittings except necessary hinges and pivots complete as per approved design. |
| 27 | R.C.C. work in beams, suspended floors, roofs having slope up to 15°, landings balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases up to floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2C. sand : 4 graded stone agg. 20 mm N.S.) |
| 28 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: cold twisted bars |
| 29 | Finishing walls with Acrylic Smooth exterior paint of required shade on new work (two or more coats applied @ 1.67 ltr/10 sqm. over and i/c coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 30 | Finishing wall with water proofing cement paint of required shade. New work (Two or more coats applied 3.84 Kg/10cm2) |
| 31 | Distempering with dry distemper of approved brand and manufacture( Two more coats) and of required shade on new work, over and I/c priming coat of whiting to give an even shade. |
| 32 | White washing with lime to give an even shade : |
| 33 | New work (three or more coats ) |
| 34 | Providing gola 75x75 m min cement concrete 1:2:4(1cement 2C: sand 4 stone agg 10mm and down gauge) inculding finishing with cement mortar 1:3(1 cement 3F sand ) as per standard design in 75x 75 mm deep chase |
| 35 | Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement :2 C. sand:4 graded stone) agg. Of 20mm N.S.)over PVC sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:c. sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. |
| 36 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (I) Single socketed pipes-75 mm dia |
| 37 | Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 38 | (I) Bend 87.50-110 mm dia |
| 39 | Providing and fixing unplasticised- PVC pipe clips of approved design to unplasticised-Rigid PVC rain water pipes by means of 110x110x110 mm hard wood plugs, screwed with MS Screws of required length including cutting brick work and fixing in cement mortar . 1:4 ( 1 cement :4 c sand ) and making good the walletc complete. 110 mm |
| 40 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg. 20mm N.S.) over 75mm bed of dry brick ballast 40mm N.S. well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 41 | Neat cement punning. |
| 42 | Steel work welded in builtup section/frame work I/c cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel eyc. As required. |
| 43 | In grating,frame ,guarders, ,radders, railings, bracket,Gate and similar works. |
| 44 | 6 mm cement plaster to ceiling of mix: |
| 45 | 1:3 (1 cement : 3 fine sand) |
| 46 | Centring and shuttering including strutting, propping etc. and removal or form for: |
| 47 | (a) Suspended floors, roofs, lending balconies and excess platform. |
| 48 | (b) Lintels, beams, plinth, beams girders, bressumers and cantilevers. |
| 49 | P/L 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 C. Sand : 4 graded ston agg. 20 mm N.S.) |
| 50 | P/F MS Special such as Tee, Bends, Collars, tapers, gap pieces inccluding Flange Ends as required, Painting, Cutting welding as per site requirments of MS pipe thickness etc complete in all respect as per direction of E/I. |
| 51 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of E/I. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 52 | Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.5m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. 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 E/I. |
| 53 | a) Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 54 | Providing and Laying S & S Centrifugaly Cast (Spun)/ Ductile Iron Pipes conferming to IS : 8329. K-7 |
| 55 | 200 mm dia |
| 56 | 250 mm dia |
| 57 | 300 mm dia |
| 58 | Supply and installation of required size steel pipe 8 mm thick conferming to IS:3589 through trenchless excavation of thrust pit and receving pit of ruequired size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3 below the ground surface in downward required slope. |
| 59 | 200 mm dia MS Pipe |
| 60 | 250 mm dia MS Pipe |
| 61 | Supply and installation of required size steel pipe 10 mm thick conferming to IS:3589 through trenchless excavation of thrust pit and receving pit of ruequired size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3 below the ground surface in downward required slope. |
| 62 | 300 mm dia MS Pipe |
| 63 | Constructing masonary chamber 90 x 90 x 100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 with common burnt clay F.P.S. (non modular) bricks of class designation 100. |
| 64 | Constructing masonary chamber 120 x 120 x 100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 with common burnt clay F.P.S. (non modular) bricks of class designation 100. |
| 65 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 66 | As in item no 279 above but in proportions of 8:4:1 |
| 67 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level : 1:11/2:3 (1 Cement : 11/2 C. Sand (zone-cum III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 68 | Supply & Fixing V. T. Pump Bowl Assembly 10 stages Suitable for 1000 LPM discharge at 45 m. Head of 100 mm x 40 mm x 25 mm size |
| 69 | S/f MS Column pipe heavy 'C' class 3m x100mm dia thickness with MS flange & Suitable ribs duly welded at both end male & female. |
| 70 | S/f MS Column pipe heavy 'C' class 1.5m x100mm dia thickness with MS flang & ribs duly welded at one end and socket at other end. |
| 71 | S/F Rubber packing 100 mm dia |
| 72 | S/f Submersible motor pump CRI make-20 HP |
| 73 | Supply & Fixing of fully Aotomatic Control panel with 50 HP star delta starter for submersible / V.T Pump sets with following features No-volt, Under- voltage, Over -voltage protection Microprocessor based overload protection Unbalancing protection Winding temprature controller seal monitor revrse 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 proof made out 14 SWG CRC sheet with powder coating paint as per directions of E/I (Make Contarctor-L &T MCCB-L&T , WTC Minilee Auto Transformer Electracare VPD & MPD-Softhard WLC /SM pumpeare C.T AI Indcating Light & Push Button L&T Control Fude ) |
| 74 | S/F C.I. Head Flange 150 mm size |
| 75 | S/F side feed valve with screw with rubber tube. |
| 76 | Providing and fixing sluice valve Shall generally conform to IS 14816 with latest amendment , with length over flanges as per PD of IS14846 corresponding to BS EN - 558/ISO 5752 Basic Series 3 in CI construction having metal seating ( IS 318 Gr. LTB 2) with complete Component & Material of construction following below :- |
| 77 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260 |
| 78 | 2 - Spindle - Non rising, Stainless Steel AISI 410 |
| 79 | 3 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 ( risngs to be press fitted and riveted ; no screws allowed) |
| 80 | 4 - Rivets - Soft annealed brass |
| 81 | 5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 2 |
| 82 | 6 - Stem seal - Greased Hemp |
| 83 | 7 - Fasteners - Carbon steel |
| 84 | 8 - Flange Drilling - IS 1538 Table 4&6 |
| 85 | 9 - PN 1.0 |
| 86 | 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 |
| 87 | 11 - Painting / Coating - Inside & Outside epoxy liquid coated ; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 88 | 12 - Hydro-test - ( Open Ended only ) Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2 |
| 89 | 13 - Upto 600 mm dia Manual Operated & abov 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) |
| 90 | a) 150 mm dia Kirloskar make |
| 91 | b) 200 mm dia Kirloskar make |
| 92 | c) 250 mm dia Kirloskar make |
| 93 | d) 300 mm dia Kirloskar make |
| 94 | P/F Reflex Valves upto 600mm dia Shall conform to IS 5312 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 slnted (and not perpendicular) vis-à-vis horizontal axis, SS AISI 410 stub pins & slant seat design. with complete component & material of Construction following below :- |
| 95 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260 |
| 96 | 2 - Hinge pin (single door)/Stub pin (multidoor type) - SS AISI 410 |
| 97 | 3 - Seat & Face rings- Gun metal IS 318 Gr. LTB 2 |
| 98 | 4 - Rivets - Soft annealed brass |
| 99 | 5 - Fasteners - Carbon steel |
| 100 | 6 - Flange Drilling - IS 1538 Table 4 |
| 101 | 7 - PN 1.0 |
| 102 | 8 - By-pass arrangement - Optional |
| 103 | 9 - Painting/Coating inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 104 | 10 - Hydro-test Seat: 10/16 Kg/cm2;Body : 15/24 Kg/cm2 Make-Indian Valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (Kirloskar) |
| 105 | a) 150 mm dia Kirloskar make |
| 106 | Supply & Fixing Flat Cable 25Sqmm. 3Core Finolex make |
| 107 | S/F Nut & bolts 2.5\\" x 4\\" |
| 108 | Painting of the electric pole & channal with 2 coats of Alunminiunn paint over red oxide complete in all respects. |
| 109 | SL of AI. conductor PVC insulated annoured served, sheathed cable I100 V grade at a depth of |below ground level over a cushion of 750 mm |below ground level over a cu hion of 75 nun thick sand alround protected with burnt brick on sides and on top. On sarface face the cable run shall be fixed on MS clamps etc. of suitable size or as directed by Ell complete in all respect. The am 1Ouring of the cable shall be properly connected with the carth conductor by clamps etc. |
| 110 | a) 10 Sqmm 2 core |
| 111 | b) 35 Sqmm 3.5 core |
| 112 | c) 70 Sqmm 3.5 Core |
| 113 | SF of palm or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tap and making connection etc. complete in all respect as per direction of E I. |
| 114 | a) 10 Sqmm |
| 115 | b) 35 Sqmm |
| 116 | c) 70 Sqmm |
| 117 | SF of earth elctrode for lighting conductor of 600mm x 600mm x 6mm GI plate vellically with its top at least 3.Om below ground level complete with 20nmm GI pipe for watering funnel, 30 cm square C. I. bolt with cover rnasonary housing alternate ayers of cl Jrcoal/coke and salt at least 150mm thick alround etc. as per dirvction of EA. |
| 118 | SL of 25mm x 3mm GI strip from cach electrode directly in the grvund complete in all respect. |
| 119 | SE of Recess Surface/Pendent mounting round 24 Watt LED Down Lighter having Powder Coated die cast aluminium housing with heat sink, diffuser Reflector and driver set complete in all respect. Cat-AA |
| 120 | ST of LED Tube Light with Batten suitable for upto Ix22 Watt LED Tube Light conplete i/c Tube etc. on surface omplete in all respect Cal-AA |
| 121 | Wiring point for light with I.5 sqmm FRLSH inslulated multistrand copper conducter cable as earth wire rawn inside the conduit in heavy gauge PVC conduit pipe in the all parriily concealed in wall & paiiialy laid in slab along with the reinforcement be fore concreting complete with 14 SWG copper earth continuity wire and piano type switch & celling rose/angle/batten holder on 3mm. thick phenolick laminated backelite sheet etc. complete in all respects, as directed, i/c matching colour wash. |
| 122 | Wiring point for Plug with 1.5 sqmm FR PVC inslulated multistra nd copper conducter cable as carth wire drawn inside the conduit in heavy gauge PVC conduit pipe in the wall parrtily concealed in wall & partialy laid in slab along with the reinforcement before conrceting. complete with 14 SWG opper earth continuity wire and piano type switch & socket etc. ornplete in all respects. as directed, ilc matching colour wash. |
| 123 | SF of steel tubular pole 11 Mtrs. Long Designated 410 SP 36 complete in all respect. |
| 124 | SE of straight MS channel top 100x50x2240mm (9.2 Kg.) 2.50 m. long as per direction of E/1. |
| 125 | SF overhead line with ACSR conductor RABBIT/ RECON category one pole service bracket including bindng etc. complete in all respects. |
| 126 | SE of 11 KV pin 12\\" long with insulator of jay Shri make fixed on cross arm on HT pole l/c all T&P. |
| 127 | SE of 11 KV disc insulater 70 KN and fitting B&S heavy duty with clamp of cros arm fixed on HT |poles. |
| 128 | SLof 11 KV TPM0 ralko/aad/rama ake 9 nos. |isulators of jai shree/bhel/rana/rashtriya make Complcte in all respecI as poer drection of L/|Oai shri make) |
| 129 | S/F of IOOA/4 | 5V mmetal clad TPHRC iype swilch |Tuse unit complete with HRC fuse on on angle ion bracket complete in all respects. |
| 130 | S/ f of stayset stleast 3.5M away from the pole complete with glavanished 19mm x 1.80M long stay rod 30cm x 30cm x 6.3 mm anchor plate stay insulator 19mm x 60mm double screw tightener 7/3165 mm GI stay wire etc in 1:3:6 cement concrete complete in all respects |
| 131 | Supply of Installation testing and commissioning of 63 KVA transformer aluminium wounded paramax P.M make on double pole structure duly complete connection with existing TPMO etc as per direction of E.T This job will also me the arrangment for inspection by Asstt. Electrical Inspector Govt of U.P inculding inspection fees etc complete in all repects |
| 132 | Supplying and laying of following size DWC HDPF pipe ISI marked along with all accessories like socket bend couplers etc conforming to IS 14930 Part II complete with fitting and cutting,jointing etc dirct in ground (75 cm below ground level ) inculding excavation and refilling the trench but excluding sand cushioning and protective covering etc complete as required 90mm dia (OD 90 mm % ID- 76 m nominal Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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