Tender for Tender for Construction Work Of Tube Well In Work No. 2 Khurja Industrial Park Scheme
Tender Value
29.57 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
3 days left
EMD
60000
Bank guarantee accepted
Document Fee
1475
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hathras → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Tube Well In Work No. 2 Khurja Industrial Park Scheme
BOQ
| Sl. No. | Item Description |
| 1 | SITC of Submersible pumpset (1800 LPM discharge 62 mtr. head coupled with 40 H.P. Motor A.C. Three phase) with 24 m. column pipes, NRV,CI D/F Bend 90*, CI A/F Tee, D/F pipe ( 1.5 m. long 02 nos., 1.0m. Long), Earthing, Painting, Toolset, Servo Stablizer, Wiring of pumphouse internal & external, Chainpulley Block and all Pumping Plant accessories with nut bolts and Rubber packing etc.complete in all respect with all required material, T&P labour etc. |
| 2 | Motor operated Actuators with Sluice valve of size 150 mm. at Main line and Bye-pass line as well. |
| 3 | Soft starter with RS-485 port- 400V Class 30 Kw rating. |
| 4 | 3 Mtr. long heavy duty size 150mm dia column pipe same as above spare.(01 No. set has 02 nos. column pipes) |
| 5 | Supply & Laying of Additonal XLPE insulated Copper conductor cable size 2x3cx16 sq mm. for submersible pump set |
| 6 | Supply and laying of Aluminium conductor PVC insulated armoured served sheathed cables 1100V grade in Existing RCC/Hume/Metal pipe as directed by the Engineer-Incharge, complete in all respect including excavation and refilling.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 Sq mm 3-1/2 Core from transformer LV side to meter panel and meter panel to starter. |
| 7 | SITC of Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-6 LPH (pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., IW+IS), standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve,cock valve & sodium hydro chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz, suction lift- 1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLC SCADA system |
| 8 | Drilling of borehole for Tubewell contruction by RC Rig Machine Including transportation, erection, dismantling of Rig and assolated T & P complete In all respect including required all material, labour etc. |
| 9 | Transportation, Erection and Dismantling of Rig Machine |
| 10 | Drilling of 600mm size bore from GL to 45 BGL |
| 11 | Drilling of 500mm size bore from |
| 12 | 45M BGL to 100M BGL |
| 13 | 100M BGL to 150M BGL |
| 14 | Tubewell AssemblyM.S. tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structer etc. As required & as per typed design complete in all respect. |
| 15 | 300 mm. Dia MS ERW Housing/ casing pipe having wall thickness of 7.1mm. |
| 16 | 200 mm. Dia MS ERW slotted/ casing pipe having wall thickness of 7.1mm. |
| 17 | Supply of pea gravel |
| 18 | Logging of bore hole by departmental / approved electric logger. |
| 19 | Lowering of Tube well assembly duly welded including welding electrode and shurounding of pea gravel complete in all respect. |
| 20 | Lowering of 300mm dia pipe from GL to 42m deep BGL. |
| 21 | Lowering of 200mm dia pipe from 42 to 100m deep BGL |
| 22 | Lowering of 200mm dia pipe from 100 to 135m deep BGL. |
| 23 | Development of Tubewell by compressor |
| 24 | Transportation, Installation and Dismantling of 250 PSI Compressor |
| 25 | Development of Tubewell by 250 PSI Capacity Air compressor |
| 26 | Development of Tubewell by O.P. Unit |
| 27 | Transportation, Installation and Dismantling of 3 Cusec O.P. Unit & Yield Test. |
| 28 | Development of Tubewell by 3 Cusec Capacity by O.P. Unit |
| 29 | Civil Works |
| 30 | 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 |
| 31 | Providing and laying 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 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 32 | 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 FPS (non modular) bricks |
| 33 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 34 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 35 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 36 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 37 | Steel work welded in built up sections/ framed work, including cutting, 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 |
| 38 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 39 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes |
| 40 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 41 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 42 | Frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) |
| 43 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete |
| 44 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 45 | White washing with lime to give an even shade : New work (three or more coats) |
| 46 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 47 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.For supplying and fixing of Girder of 225 mmx110mm size over the pump house |
| 48 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 49 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. |
| 50 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC down pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge 100 mm nominal size dia |
| 51 | 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 |
| 52 | 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. |
| 53 | Forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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