Petroleum and Natural Gas Boards / Undertakings / PSU Closing in 19 days TDR #56694194

Tender For Construction Of Toilets At Both Ends Of The Additional Platform, At The Rail Buffer End And At The Rail Gate And Brick Work Partition Work At Bagging Building 10Mtr Floor Empty Bag Storage Area At Hurl Gorakhpur.

Issued by Boards / Undertakings / PSU · Gorakhpur, Uttar Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Aug 2026
19 days left
EMD
1.15 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Gorakhpur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Toilets At Both Ends Of The Additional Platform, At The Rail Buffer End And At The Rail Gate And Brick Work Partition Work At Bagging Building 10Mtr Floor Empty Bag Storage Area At Hurl Gorakhpur.

BOQ

Name of Work:- Construction of Toilets at both ends of the Additional platform, at the Rail Buffer End and at the Rail Gate and Brick work partition work at Bagging building 10Mtr floor empty bag storage area at HURL Gorakhpur.
Sl. No. Item Description
1Construction of Toilets and Brick work partition work
2ExcavationEarth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.For all kinds of soil.
3BackfillingFilling 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 50m and for all lift.
4Disposal of building rubbish / malba / similar unserviceable / surplus excavated earth, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved as per the direction of Engineer-in-Charge..
5Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
6PCC (1:4:8)1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
7All works upto Plinth LevelConcrete of M30 grade with minimum cement content of 350 kg /cum
8All works above Plinth LevelConcrete of M30 grade with minimum cement content of 350 kg /cum
9Shuttering in Foundation and plinth in rafts, footings, columns, pedestals, beams, walls, slabs, machine and equipment foundations, pile caps and pipe support foundations, etc.
10Shuttering in Columns, Pillars, Piers, Abutments, Posts and Struts
11Shuttering in Suspended floors, roofs, landings, balconies and access platform
12Shuttering in Lintels, beams, plinth beams, girders, bressumers and cantilevers
13Shuttering in Shelves (Cast in situ)
14TMTSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete all level.Thermo-Mechanically Treated (TMT) bars of grade Fe-500D or more.
15Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
16Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
17Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:3 (1 cement :3 coarse sand)
1815mm thk plaster15 mm cement plaster on the rough side of single or half brick walls etc. complete in all respectsand as directed by EIC of mix 1:4 (1 cement: 4 fine sand)
1912mm thk plasterProviding at all heights 12 mm thick cement plaster on brick work, exposed surfaces of RCC lintels beams, etc complete in all respects and as directed with cement plaster mix 1:4 (1 cement: 4 fine sand)
20Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size 600 x 600 mm
21Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
22Finishing walls with Acrylic Smooth exterior paint of required shade (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm)
23Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
24Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
25Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the doorframe to be Jointed with galvanized brackets and stainless steel screws,joints mitred and Plastic welded. The hinge side vertical of the framesreinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the framecomplete as per manufacturer’s specification and direction of Engineerin-chargeExtruded section profile size 42x50 mm metre 280.70
2624 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
27With float glass panes of 4.0 mm thickness
28With float glass panes of 5.50 mm thickness
29Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. Powder coated aluminium (minimum thickness of powder coating 50 micron)
30For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPD M rubber / neoprene gasket required including necessary fittings. Powder coated aluminium (minimum thickness of powder coating 50 micron
31Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
32Providing and fixing Vitreous China wash basin of size 630x450 mm. The following accessories Providing and fixing pillar cock of Jaquar or equivalent make all other fittings like CP waste coupling, CP brass bottle trap, CP brass stop cock, tap as required all connecting arrangement etc. including painting of fittings and brackets, cutting and making good the walls wherever required
33Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
34Provoding and fixing nahani trap. The work shall include fixing the trap in PCC 1:2:4 and shall provide with Chromium plated brass hinged type heavy grating on the top. The deep seal traps shall have generally 50mm water seal: as required complete in all respect.
35Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122mm long, weighing not less than 99 gms
36Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
37Providing and fixing C.P. brass angle valve points of approved quality conforming to IS:8931
38Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
3915 mm nominal dia Pipes
4020 mm nominal dia Pipes
4125 mm nominal dia Pipes
42Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. & Drawing.
43Flexible pipe- 32 mm dia
44Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
45With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
46Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
4725 mm dia nominal bore
48Installation (All complete) of Hume Pipe Septic Tank along with Soak Pit (Capacity of Septic Tank- 1.2cum).
49Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 750mmx500 mm deep and 18 mm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.White Agaria Marble Stone.
50Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed pvc conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C
51Wiring for twin controlled light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed pvc conduit, with 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
52Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit, 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
53Supplying of fixing of medium class PVC conduit 25mm ISI marked along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
54Supply and Fixing folowing size/modules, GI box along with modular base and cover plate for modular switches in recess etc.6 Module
55Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch
56Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin, 5/6 A socket outlet
57Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 15/16 A switch
58Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin, 15/16 A Socket
59Supplying of fixing of double pole, 240V, residual current circuit breaker having a senstivity current of 30mA in the exisiting MCB DB, complete with connections, testing and commissioning etc as required 25A
60Steel Structure for GateStructural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
61Painting of Steel GatePainting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56694194
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 17-08-2026
Authority
Authority Name Hindustan Urvarak And Rasayan Limited
Work Description Tender for Construction Of Toilets At Both Ends Of The Additional Platform, At The Rail Buffer End And At The Rail Gate And Brick Work Partition Work At Bagging Building 10Mtr Floor Empty Bag Storage Area At Hurl Gorakhpur.
Basic Detail
Tender No H/G/CNM/26-27/25C041/TE-150
Bidding Type Tender
Location
City Gorakhpur
State Uttar Pradesh
Key Dates
Publish Date 28 Jul 2026
Submission Date 17 Aug 2026
Open Date 18 Aug 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 1.15 Lakhs
Exemption Available
Document List
4f43ed8a-65b3-4ce6-9f31-7c06599f6fbb.html
BOQ_966207.xls
Tender.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Aug 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 20 days

Tender Documents

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html

4f43ed8a-65b3-4ce6-9f31-7c06599f6fbb.html

xls

BOQ_966207.xls

pdf

Tender.pdf

pdf

Tendernotice_1.pdf

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