Tender For Repairing, Tile Work, Colour Wash And Other miscellaneous Work At Coal S Ling Room, Weigh Bridge & Check Post, Chhatarpur-I Mine, Pathakhera Areanit No.: Pk3550-Civ-E-11-2026-27 Sr. No. 1
Tender Value
19.64 Lakhs
Estimated cost
Bid Submission
03 Nov 2026
10 days left
EMD
24600
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Betul → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairing, Tile Work, Colour Wash And Other miscellaneous Work At Coal S Ling Room, Weigh Bridge & Check Post, Chhatarpur-I Mine, Pathakhera Areanit No.: Pk3550-Civ-E-11-2026-27 Sr. No. 1
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR CIL Hide Select GST Registered Bidder under regular scheme GST Registered Bidder under composition scheme GST Unregistered Bidder Not Applicable Tender Inviting Authority: Staff Officer (Civil), Pathakhera Area, Western Coalfields Limited Name of work: Repairing, tile work, colour wash and other misc. work at Coal Sampling Room, Weigh Bridge & Check Post, Chhatarpur-I Mine, Pathakhera AreaNIT no.: PK3550-CIV-E-11-2026-27 Sr. NO. 1 . Category of services (To be selected by department) Category of bidder (To be selected by bidder) To be entered by department Service Tax Category ( To Be Selected by Bidder) ITC Available Works Contract Bidder's status (mandatory) Rate of GST (in %) Total GST(in Rs.) GST to be paid by bidder (in Rs.) GST to be paid by WCL (in Rs.) Name of the Bidder/ Bidding Firm / Company : Select 18.0 0.0 0.0 0.0 PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the bidder name and values only.) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # S. No. Item Description(Item no. 1 to 63 are from CPWD DSR-2021 applicable for 2024-25 Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category Total amount inRs. P TOTAL AMOUNT With Taxes Total amount in words |
| 2 | Item code.15.2.1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Item code 15.56Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 4 | Item code 15.12.1Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below |
| 5 | Item code 2.8.1Earth 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. |
| 6 | Item code 2.6.1Earth 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 Engineer-in-charge. All kinds of soil |
| 7 | Item code 4.1.8Providing 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 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Item code [6.34.1-(6.4.1-6.1.1)]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation & plinth above plinth level up to floor V level in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 9 | Item code [6.34.2-(6.4.2-6.1.2)]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :Cement mortar 1:6 (1 cement : 6 Coarse sand) |
| 10 | Item code 12.41.2Providing 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. 110 mm diameter |
| 11 | Item code 12.42.5.2Providing 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. 110 mm bend |
| 12 | Item code 5.12Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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). |
| 13 | Item code 5.22.6Steel 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. |
| 14 | Item code 13.1.112 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 15 | Item code 13.16.16 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 16 | Item code 22.14.1Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 17 | Item code 11.41A.1.3Providing 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.Double charge vitrified tile polished finish of size of Tile 600 x 1200 mm |
| 18 | Item code 11.46.4Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm |
| 19 | Item code 6.34.2Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :Cement mortar 1:6 (1 cement : 6 Coarse sand) |
| 20 | Item code 15.7.4Demolishing brick work 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.In cement mortar |
| 21 | Item code 10.4Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer |
| 22 | Item code 11.41A.2.2Providing 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 [email protected] 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 floor tiles polished finish of size of Tile 600 x 1200 mm |
| 23 | Item code 11.46.2Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with whitecement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 24 | Item code 17.20.1Providing and fixing solid plastic seat with lid for pedestal type W.C.pan complete : White solid plastic seat with lid |
| 25 | Item code 17.18.1Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White |
| 26 | Item code 18.54.1Providing and fixing PTMT bib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 27 | Item code 17.4.1Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 28 | Item code 18.55.1Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 29 | Item code 18.12.3Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore |
| 30 | Item code 18.12.2Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore |
| 31 | Item code 18.12.1Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore |
| 32 | Item code 17.7.1Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 33 | Item code 18.74.2Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.15 mm nominal bore with 45 cm length |
| 34 | Item code 17.28.1.1Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32 mm dia |
| 35 | Item code 11.56.2Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well ascurvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red |
| 36 | Item code 14.90.1Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscosity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer ofmembrane : 3 mm thick |
| 37 | Item code 5.1.2Providing 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 de rived from natural sources) |
| 38 | Item code 5.3Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). |
| 39 | Item code 13.1.212 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 40 | Item code 6.34.2Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :Cement mortar 1:6 (1 cement : 6 Coarse sand) |
| 41 | Item code 10.13.1Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 42 | Item code 2.25Filling 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 50 m and for all lift |
| 43 | Item code 4.17Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 44 | Item code 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 45 | Item code 12.51.1 Providing and fixing precoated galvanised steel sheetroofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns using self drilling/ self tapping screws cmplete:Ridges plain (500 - 600mm) |
| 46 | Item code 21.1.1.2Providing and fxing aluminium work for doors, windows,ventilators and partitions with extruded built up standardtubular sections/ appropriate Z sections and othersections 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. attop, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth,rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminium snapbeading for glazing I paneling, C.P. brass / stainless steelscrews, all complete as per architectural drawings and thedirections of Engineer-in-charge. (Glazing, paneling and dashfasteners to be paid for separately) :For fixed portion Powder coated aluminium (minimum thickness of powdercoating 50 micron) |
| 47 | Item code 21.1.2.2Providing and fxing aluminium work for doors, windows,ventilators and partitions with extruded built up standardtubular sections/ appropriate Z sections and othersections 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. attop, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth,rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminium snapbeading for glazing I paneling, C.P. brass / stainless steelscrews, all complete as per architectural drawings and thedirections of Engineer-in-charge. (Glazing, paneling and dashfasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fxing hinges/ pivots and making provision for fixing of fittings wherever required including the cost ofEPDM rubber / neoprene gasket required (Fittings shall bepaid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 48 | Item code 21.3.1Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 49 | Item code 10.29.2Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 50 | Item code 26.72Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M - 30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 51 | Item code 4.1.3Providing 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) |
| 52 | Item code 12.52.3Providing and fixing tiled false ceiling of specified materialsof size 595x595 mm in true horizontal level, suspended oninter locking metal grid of hot dipped galvanized steelsections ( galvanized @ 120 grams/ sqm, both sideinclusive) consisting of main \\"T\\" runner with suitablyspaced joints to get required length and of size 24x38mm made from 0.30 mm thick (minimum) sheet, spaced at1200 mm center to center and cross \\"T\\" of size 24x25 mmmade of 0.30 mm thick (minimum) sheet, 1200 mm longspaced between main 'T\\" at 600 mm center to center toform a grid of 1200x600 mm and secondary cross \\"T\\" oflength 600 mm and size 24x25 mm made of 0.30 mm thick(minimum) sheet to be interlocked at middle of the1200x600 mm panel to form grids of 600x600 mm and wallangle of size 24x24x0.3 mm and laying false ceiling tiles ofapproved texture in the grid including, requiredcutting/making, opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc. Main \\"T\\"runners to be suspended from ceiling using GI slottedcleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5mm die and 50 mm long dash fasteners, 4 mm GI adjustablerods with galvanised butterfly level clips of size 85 x 30 x 0.8mm spaced at 1200 mm center to center along main T,bottom exposed width of 24 mm of all T-sections shall bepre- painted with polyester paint, all complete for allheights as per specifications, drawings and as directed byEngineer-in-charge.12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard,manufactured from natural gypsum as per IS 2095 part Iand laminated with white 0.16mm thick fire retardantPVC film on the face side and 12micron metalizedpolyester on the back side with all edges sealed with theface side PVC film which goes around and wraps the edgesand is bonded to the edges and the back side metalizedpolyester film so as to make the tile a completely sealedunit. |
| 53 | Item code 2.32Clearing grass and removal of the rubbish to a distance of 50 m outside the periphery of the area cleared. |
| 54 | Item code 5.9.1Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 55 | Item code 9.48.1Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding |
| 56 | Item code 13.91Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 57 | Item code 13.80Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete. |
| 58 | Item code 13.48.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 59 | Item code 18.12.8Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore |
| 60 | Item code 16.61Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-incharge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. |
| 61 | Item code 10.1Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer all complete. |
| 62 | Item code 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 63 | Item code 13.92.1Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Old work (one or more coats) |
| 64 | Item code 13.71Lettering with black Japan paint of approved brand and manufacture per letter per cm height |
| 65 | Total impact of GST for the purpose of CTC Total in Figures 1664901.6324999996 1664901.6324999996 INR Sixteen Lakh Sixty Four Thousand Nine Hundred & One and Paise Sixty Three Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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