Tender For Construction Of Passenger Amenities Building At Sidhai Mohanpur, West Tripura District, Tripura (Ground Floor Only)-Phase-I/Sh: Building Portion Including Internal Water Supply & Sanitary Installation, Covered Bus Bay, Boundary Fencing And
Tender Value
4.70 Crore
Estimated cost
Bid Submission
16 Oct 2026
8 days left
EMD
9.41 Lakhs
Bank guarantee accepted
Document Fee
8000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Passenger Amenities Building At Sidhai Mohanpur, West Tripura District, Tripura (Ground Floor Only)-Phase-I/Sh: Building Portion Including Internal Water Supply & Sanitary Installation, Covered Bus Bay, Boundary Fencing And Hardstand.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Oct-2026 | Extension of date | Date | 16-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | SUB-HEAD : EARTH WORK |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.- All kinds of soil |
| 4 | 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, 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.- All kinds of soil |
| 5 | Filling 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 lift upto 1.5 m.- All kinds of soil |
| 6 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 7 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 8 | Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 9 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion): |
| 10 | (ii) Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling: - With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.Note: For ANTI TERMITE TREATMENTThe work will be carried out as per IS: 6313 [Latest Revision]. Under the Insecticides Rule 1971: 10(3A) any person who desires to undertake pest control operations will be a Licence holder.The agency must complying with all safety health and welfare regulations, appertaining to staff and work people employed on the site.Keeping the site free from debris arising from the works during the work and leave the site free from debris on completion of work to the satisfaction of the Owner. The agency shall give a 3-year service guarntee in writing supplemented by a seperate and unilateral guarantee from the specialised agency for the job to keep the building free of termites for the specified period at no extra cost of the Owner. |
| 11 | SUB-HEAD : CEMENT CONCRETE WORK |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: |
| 13 | 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size) |
| 14 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 15 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 16 | 1:5:10 ( 1 Cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) |
| 17 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 18 | Foundations, footings, bases for columns. |
| 19 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 20 | SUB-HEAD : RCC WORK |
| 21 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: |
| 22 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 23 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- |
| 24 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 25 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- |
| 26 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 27 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 29 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 31 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 32 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement : 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffits |
| 33 | 50 mm thick |
| 34 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 35 | Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 36 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 37 | Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 38 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 39 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 40 | Stairs (excluding landings) except spiral-staircases with wooden plank |
| 41 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. |
| 42 | Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 43 | Weather shade, Chajjas, corbels etc., including edges. |
| 44 | Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. |
| 45 | SUB-HEAD : BRICK WORK |
| 46 | First class brick work in foundation and plinth including cost of all materials as required complete. |
| 47 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 48 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 49 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete. |
| 50 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 51 | Half brick masonry with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- |
| 52 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 53 | Extra for providing & placing in position 2 nos 6mm dia MS bars at every 4th course of half brick masonry work including anchorage in joints of 75mm in each side in superstructure for all level including cost of all materials as required complete:- |
| 54 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 55 | SUB-HEAD : MARBLE WORK |
| 56 | Providing and fixing gang saw cut of approved thickness mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base of cement mortar 1:4 ( 1 cement : 4 fine sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing , curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels:- |
| 57 | 18 mm thick Rajnagar Plain white marble/ Udaipur green marble/ Zebra black marble or equivalent duly approved:-Area of slab upto 0.50 sqm |
| 58 | Providing edge moulding to approved thickness marble stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete at all levels as required as per design approved by the Engineer-in-charge:- |
| 59 | 18 mm Marble work. |
| 60 | Providing and fixing stone slab with table rubbed, edges rounded and polished of size 75x50 cm deep and approved thickness 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 fine sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth including rubbing, curing etc. complete at all levels as required (measurement should be of exposed finished work):- |
| 61 | White Agaria Marble Stone of approved shade of 18 mm thick (75 x 50 cm). |
| 62 | SUB-HEAD : WOOD WORK |
| 63 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : |
| 64 | Local Teak wood |
| 65 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veeners on both faces of shutters. |
| 66 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 67 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. |
| 68 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 69 | Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) |
| 70 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : |
| 71 | 300 x 16 mm |
| 72 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 73 | 300 x 10 mm |
| 74 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 75 | 125 mm |
| 76 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. |
| 77 | Single rubber stopper |
| 78 | Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws. |
| 79 | Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-in- charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). |
| 80 | Providing 50 × 50 × 50 mm Gamair wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement: 3 fine sand) and making good the walls etc. |
| 81 | Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. |
| 82 | SUB-HEAD : STEEL WORK |
| 83 | Providing, fabricating, transporting, assembling and erection in position of Steel members for steel colunms, built up beams using structural tubular sections (round, square or rectangular hollow tubes etc. confirming to IS 4923 / IS 1161, Yield strength 310 MPa as per latest IS Code) to the required profile & shape as called for as per the drawing & specifications and of approved make including the shear connectors /studs and fusion weld to top of horizontal member. This item also includes prepration of shop drawings and their approval, necessary templates, adequate temporary supports, scaffolding & staging, all cutting, grinding, sliding & all labour tools, plants & equipments & operations etc. required to complete the job as per drawing & specification. Every precaution to be taken to prevent rusting of sections. This item also includes all test on materials & welded fabricated parts as per specification and direction of Engineer - in - Charge. Temporary bolts & nuts ( grade EN 8 ) to be used during assembling & shall be removed before site erection. All site erection bolts shall be HSFG type only. The item to include cost of sand blasting on materials, application of primer and epoxy paint in internal & external in fabrication shop & final painting on site including all touch up works after erection as per technical specification. |
| 84 | Scope of work includes:(i) Design & fabrication of any additional temporary structure including all type of lifting brackets, supporting brackets ,which will be required for transportion & erection in position / launching of fabrication part or complete element in position.(ii) Making provision & arrangement for required opening / inserts for fixing lights fixtures & funning cable conduits.(iii) All incidentials labour, equipement & plants required to execute & complete the job from fabrication to erection at final position as per drawing, specification & direction of Engineer - in -Charge.(iv) Cleaning & removing of all spoil, temporary arrangementa for casting of deck slab/roofing.(v) All safety measures required to execute & complete the work.(vi) Procurement of all materials from approved manufactures & fabrication. Complete methodology for structural steel work,Name of workshop for fabrication works, Testing facilities & erection procedures etc.to be intimated for approval of Engineer-in -Charge.(vii) The provision of temporary bearing / sand jacks for supporting steel members during erection.(viii) Provision of stability during erection against wind load or any other type of loading on structural steel members during erection.ix) Measurement shall be only for structural steel which is erected & is part of permanent structure & paid as per approved shop drawings.All wastages, temporary works, Jigs, temporary assembly bolts etc. are deemed to be included in rates. No allowence or increse in weight for welding , nuts & bolts etc will be applicable. |
| 85 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. |
| 86 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:- |
| 87 | In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 88 | Providing and fixing MS bolts including nuts and washers complete as per standard design:- |
| 89 | Upto 300mm length. |
| 90 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. |
| 91 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters & with handles, hold fast including embedding in cement concrete of required grade required for fixing in position, all necessary fittings, including applying of approved steel primer etc. complete as required:- |
| 92 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover. |
| 93 | Providing and fixing fan clamp of type I of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, during laying including painting the exposed portion of loop all as per standard design complete. |
| 94 | SUB-HEAD : ALUMINIUM WORK |
| 95 | Providing 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 of 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 drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :- |
| 96 | (i) For fixed portion of approved quality:- - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 97 | (ii) For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):- - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 98 | Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :- |
| 99 | With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm ) |
| 100 | With float glass panes of 5.5 mm thickness ( weight not less than 13.75 kg / sqm ) |
| 101 | Filling the gap in between aluminium frame and adjacent RCC/brick work by providing weather silicon sealant over backer rod of approved quality etc. complete as per architectural drawing and direction of the Engineer-in charge:- (i) Upto 5 mm depth and 5 mm width. |
| 102 | Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. of approved quality complete as per direction of Engineer-in-charge:- |
| 103 | Anodised aluminium of grade AC 15. |
| 104 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of aluminium composite panel material of approved thickness and specification. The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. |
| 105 | (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.\\" |
| 106 | Aluminium Composite Panels of 4mm total thickness with Top coil – 0.50mm AA3003 / AA3105 / AA5005 Grade manufactured as per IS-737 1986, FR Grade Class B1 with 3mm Mineral Core with minimum 70-72% Inorganic content (Aluminium Hydroxide and Magnesium Hydroxide) 28-30% Organic content (LDPE) conforming to ASTM E-119-16,18 and EN 13501-1, class B1,and Bottom coil – 0.50mm AA3003 / AA3105 / AA5005 Grade, manufactured as per IS-737 1986 with minimum 25 microns lead free PVDF Coating conforming to AAMA2605 on top coil and Service coating on Back Coil (4 - 6 microns) having minimum panel weight of 7.5 Kg/m2 |
| 107 | Providing and fixing 100 mm brass locks ( best make of approved quality ) with 6 levers without pair of handles for aluminium doors including necessary cutting and making good etc. complete as per direction of Engineer-in-charge. |
| 108 | SUB-HEAD : FLOORING AND SKIRTING WORK |
| 109 | Providing and fixing Marble stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with of matching shade, including rubbing and polishing etc all complete as per direction of Engineer-in-charge. |
| 110 | 14 mm thick Marble stone Raj nagar plain marble |
| 111 | Providing and laying 1st class quality ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.all complete as per direction of the Engineer-in-charge.Mat Finish Tiles/Anti- Skid Tiles/Glossy Tiles |
| 112 | 600 mm x 600 mm in all shades and designs 1st class quality ceramic floor Porcelain tiles |
| 113 | 300 mm x 300 mm in all shades and designs |
| 114 | Providing and laying 1 st class quality vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. all complete as per direction of the Engineer-in-charge... |
| 115 | Soluble Salt Strainfree vitrified tiles (Glossy)Size of tile 600 x 600 cm |
| 116 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. all complete as per direction of Engineer-in-charge. |
| 117 | 40 mm thick |
| 118 | Providing and fixing 25 mm thick wooden planking, tounged and grooved in floors including fixing with iron screws etc all complete as per direction of Engineering-in-charge. |
| 119 | With Teak wood local |
| 120 | Providing and fixing Kota stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishing etc all complete as per direction of Engineer-in-charge. |
| 121 | Kota stone slab 25mm thick |
| 122 | Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning etc. all complete as per direction of Engineer-in-charge. |
| 123 | In dark shade using ordinary cement |
| 124 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge |
| 125 | 450 mm X 300 mm in all shades and design |
| 126 | SUB-HEAD : ROOFING AND CEILING WORK |
| 127 | Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and as per direction of Enginer-in-charge. |
| 128 | 0.50mm thickness |
| 129 | Supply & installation of pre-painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to AASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM washers complete for Ridges/Valley/Gutter/Flashing of width 610mm: |
| 130 | 0.50mm thickness |
| 131 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete as per direction of Engineer-in-charge. |
| 132 | Single socketed pipe -110 mm OD |
| 133 | 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 etc complete as per direction of Engineer-in-charge: |
| 134 | Coupler110mm |
| 135 | (ii) Single equal tee without door - 110 x 110 x 110 mm |
| 136 | (iii) Single equal tee with door - 110 x 110 x 110 mm |
| 137 | (iv) Bend 87.5o - 110mm |
| 138 | (v) Plain shoe - 110 mm |
| 139 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete. |
| 140 | 110mm |
| 141 | Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. etc. complete as per direction of Engineer-in-charge |
| 142 | 100mm |
| 143 | SUB-HEAD : FINISHING WORK |
| 144 | 12 mm cement plaster of mix |
| 145 | cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 146 | cement mortar 1 : 6 ( 1 cement : 6 fine sand ) |
| 147 | 15 mm cement plaster on the rough side of single or half brick wall of mix: |
| 148 | cement mortar 1 : 6 ( 1 cement : 6 fine sand ) |
| 149 | 6 mm cement plaster of mix: |
| 150 | cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 151 | Neat cement punning. |
| 152 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New Work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 153 | Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :(i) New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 154 | Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 155 | With ready mixed pink primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 156 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 157 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: (i) Two or more coats on new work |
| 158 | Providing 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. |
| 159 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. |
| 160 | Two coats |
| 161 | SUB-HEAD:WATER PROOFING WORK |
| 162 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound, as directed by Engineer-in-Charge and consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 163 | SUB-HEAD : SANITARY INSTALLATIONS |
| 164 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 : |
| 165 | White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 166 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern 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 : |
| 167 | W.C. pan with ISI marked white solid plastic seat and lid |
| 168 | Providing and fixing White vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively |
| 169 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 170 | Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: |
| 171 | Flat back wash basin of size 550x400mm. |
| 172 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 173 | (i) Semi rigid pipe - 32 mm dia |
| 174 | (ii) Flexible pipe - 32 mm dia |
| 175 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 176 | Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 177 | Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms |
| 178 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms. |
| 179 | Providing and fixing soil, waste and vent pipes: |
| 180 | 100 mm diaSand cast iron S&S pipe as per IS: 1729. |
| 181 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : |
| 182 | For 100 mm dia. Pipe |
| 183 | Providing and fixing heel rest sanitary bend |
| 184 | 100 mm diaSand cast iron S&S pipe as per IS: 1729. |
| 185 | Providing and fixing single equal plain junction of required degree |
| 186 | 100x100x100 mmSand cast iron S&S as per IS-1729 |
| 187 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 188 | 100x100x100 mmSand cast iron S&S as per IS-1729 |
| 189 | Providing and fixing double equal plain junction of required degree. |
| 190 | 100x100x100x100 mmSand cast iron S&S as per IS-1729 |
| 191 | Providing and fixing collar: |
| 192 | 100 mmSand cast iron S&S as per IS-1729 |
| 193 | Providing and fixing sand cast iron S&S offsets as per IS: 1729 |
| 194 | 152 mm offsets with 100 mm dia Pipe |
| 195 | Providing and fixing terminal guard: |
| 196 | 100 mmSand cast iron S&S as per IS-1729 |
| 197 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: |
| 198 | 100mm |
| 199 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: |
| 200 | 100 mm inlet and 100 mm outletSand cast iron S&S as per IS-1729 |
| 201 | Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4(1cement: 4 coarse sand): |
| 202 | 100mm dia. |
| 203 | SUB-HEAD : WATER SUPPLY |
| 204 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Internal work - Exposed on wall |
| 205 | 15 mm nominal outer dia .Pipes. |
| 206 | 20 mm nominal outer dia .Pipes. |
| 207 | 25 mm nominal outer dia .Pipes. |
| 208 | 40 mm nominal outer dia .Pipes. |
| 209 | Providing and fixing brass bib cock of approved quality : |
| 210 | 15 mm nominal bore |
| 211 | Providing and fixing brass stop cock of approved quality : |
| 212 | 15 mm nominal bore |
| 213 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): |
| 214 | 25 mm nominal bore |
| 215 | 40 mm nominal bore |
| 216 | Providing and fixing gun metal non-return valve of approved quality (screwed end): |
| 217 | (ii) 40 mm nominal bore - Vertical |
| 218 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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. |
| 219 | Constructing masonry Chamber 30x30x50 cm, inside , in brick work in cement mortar 1:4 (1 cement :4 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : |
| 220 | With Second Class bricks |
| 221 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: |
| 222 | 100 mm diameter |
| 223 | SUB HEAD : SEWAGE AND DRAINAGE WORK |
| 224 | Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : |
| 225 | 150 mm diameter |
| 226 | Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: |
| 227 | 150 mm diameter S.W, pipe |
| 228 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with well burnt 2nd class bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. |
| 229 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 230 | Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : |
| 231 | SUB HEAD : TRAFFIC SIGN, MARKINGS AND OTHER APPURTENANCES |
| 232 | Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per MoRD technical specification Clause 1705. |
| 233 | SUB-HEAD : EARTH WORK, EROSION CONTROL AND DRAINAGE |
| 234 | Compacting Original GroundCompacting original ground supporting subgradeLoosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300. |
| 235 | SUB-HEAD : GRANULAR SUB-BASES, BASES ( NON-BITUMINOUS ) AND SHOULDERS |
| 236 | Granular Sub-base with Well Graded Material (using jhama brick aggregate) (Table 400.1)By Mix in Place Method:Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, as per Table:- 400.1, Grading-I), spreading in uniform layers with tractor with attachments or motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401.For Grading- I Material (Jhama brick aggregate) |
| 237 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate:WBM Grading 2:Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ vibratory roller in stages to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading-2' as per MoRT&H Technical Specification Clause 404.By Mechanical Means |
| 238 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate:WBM Grading 3:Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller / vibratory roller in stages to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading-3' as per MoRT&H Technical Specification Clause 404.By Mechanical Means |
| 239 | SUB-HEAD : MISCELLANEOUS ITEMS FOR ROADS |
| 240 | 80 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 241 | Providing and laying factory made kerb stoneProviding and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment).(Precast c.c. kerb stone shall be approved by Engineer-in-Charge). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 16, 2026
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Technical bids will be opened and evaluated.
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