Housing Urban and Rular Development Government Departments Closing in 19 days TDR #58054923

Tender For Construction Of Rajarbag Motorstand Udaipur, Gomati District, Tripura./Sh: Building Portion Including Internal Water Supply & Sanitary Installation, Bus Bay, Shop, Internal Road, Boundary Wall And Hardstand. (Phase-Ii)

Issued by Government Departments · Gomati, Tripura
Tender Value
29.64 Crore
Estimated cost
Bid Submission
05 Nov 2026
19 days left
EMD
59.28 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Gomati → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Rajarbag Motorstand Udaipur, Gomati District, Tripura./Sh: Building Portion Including Internal Water Supply & Sanitary Installation, Bus Bay, Shop, Internal Road, Boundary Wall And Hardstand. (Phase-Ii)

BOQ

Name of Work:- Construction of Rajarbag Motorstand Udaipur, Gomati District, Tripura./SH: Building portion including internal water supply & sanitary installation, Bus bay, shop, internal road, boundary wall and Hardstand. (Phase-II)
Sl. No. Item Description
1SUB-HEAD : EARTH WORK
2Construction 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.
3Earth 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
4Earth 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
5Filling 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
6Supplying 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.
7Supplying chemical emulsion in sealed containers including delivery as specified.
8Chlorpyriphos/Lindane emulsifiable concentrate of 20%
9Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion)(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..
10Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion):(i) Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: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.
11SUB-HEAD : CEMENT CONCRETE WORK
12Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:
131:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size)
141:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
151:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
161:5:10 ( 1 Cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
17Centering shuttering including struttings, propping etc. and removal of form work for:
18Foundations, footings, bases for columns.
19Making 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.
20SUB-HEAD : RCC WORK
21Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:
221:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
23Reinforced 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-
241 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size)
25Reinforced 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-
261:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
27Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
28Thermo-Mechanically Treated bars of grade Fe-500D or more
29Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
30Thermo-Mechanically Treated bars of grade Fe-500D or more
31Providing, 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).
32Providing 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
3350 mm thick
34Centering shuttering including struttings, propping etc. and removal of form work for:
35Foundations, footings, bases for columns etc. for mass concrete with timber plank
36Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
37Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
38Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
39Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
40Stairs (excluding landings) except spiral-staircases with wooden plank
41Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.
42Edges of slabs and breaks in floors and walls under 20 cm. wide
43Weather shade, Chajjas, corbels etc., including edges.
44Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints.
45Providing and fixing sheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment
46Aluminium fluted strips 3.15 mm thick: 200 mm wide
47Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge.(Note :- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as.All works upto plinth level
48Reinforced cement concrete grade M-25 using 418 kg of cement per cum
49SUB-HEAD : PILE WORK
50Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation (DMC) or Bailer and Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads. (Length of pile for payment shall be measured upto bottom of pile cap). Note: Truck Mounted rotary / TMR / Tubewell Boring Machine shall not be used
51600 mm dia piles
52Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in­charge:-
53Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic Method of Testing
54Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-Charge.
55Single pile upto above 50 tonne and upto 100 tonne safe capacity
56Initial test (Test Load 2.5 times the safe Capacity).e.
57Routine test (Test Load 1.5 times the safe Capacity).
58Group of two or more piles upto 50 tonne safe capacity
59Routine test (Test Load 1.5 times the safe Capacity).
60SUB-HEAD : BRICK WORK
61First class brick work in foundation and plinth including cost of all materials as required complete.
62In cement mortar 1:4 ( 1 cement : 4 fine sand ).
63In cement mortar 1:6 ( 1 cement : 6 fine sand ).
64First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete.
65In cement mortar 1:6 ( 1 cement : 6 fine sand ).
66Half brick masonry with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
67In cement mortar 1:4 ( 1 cement : 4 fine sand ).
68Extra 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:-
69In cement mortar 1:4 ( 1 cement : 4 fine sand ).
70SUB-HEAD : MARBLE WORK
71Providing 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:-
7214 mm thick Rajnagar Plain white marble/ Udaipur green marble/ Zebra black marble or equivalent duly approved:- - Area of slab upto 0.50 sqm.
73Providing 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:-
7414 mm Marble work.
75Providing and fixing stone slab with table rubbed, edge rounded and pulished of size 75*50 cm deep and approved thicknessfixed in urinal partitions by cutting a chase of appropriate width with 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 and finished smooth including rubbing ,curing etc. complete at all levels as required (measurement should be exposed finished work)
76White Agaria Marble Stone of approved shade of 14 mm thick (75 x 50 cm)
77SUB-HEAD : WOOD WORK
78Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position :
79Local Teak wood
80Providing 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.
8135 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
82Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
83Fixed to openings /wooden frames with rawl plugs screws etc.
84Providing 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)
85Providing 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 :
86300 x 16 mm
87Providing 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 :
88300 x 10 mm
89Providing 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 :
90125 mm
91Providing 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.
92Single rubber stopper
93Providing 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.
94Providing 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).
95Providing 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.
96Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete.
97SUB-HEAD : STEEL WORK
98Providing, 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.
99Scope 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.
100Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.
101Providing 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 as required
102Steel 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:-
103In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
104Providing and fixing MS bolts including nuts and washers complete as per standard design:-
105Upto 300mm length.
106Providing 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.
107Supplying 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:-
10880x1.20 mm M.S. laths with 1.20 mm thick top cover.
109Providing 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.
110SUB-HEAD : ALUMINIUM WORK
111Providing 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) :-
112(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).
113(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).
114Providing 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) :-
115With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
116With float glass panes of 5.5 mm thickness ( weight not less than 13.75 kg / sqm )
117Filling 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.
118Providing 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:-
119Anodised aluminium of grade AC 15.
120Designing, 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.
121(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.\\"
122Aluminium 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
123Providing 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.
124SUB-HEAD : FLOORING AND SKIRTING WORK
125Providing 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.
12614 mm thick Marble stone Raj nagar plain marble
127Providing 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
128600 mm x 600 mm in all shades and designs 1st class quality ceramic floor Porcelain tiles
129Providing 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.Soluble Salt Stainfree vitrified tiles(Glossy)
130Size of tile 600 x 600 cm
131Extra for providing and laying Vitrified tiles (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622 - 2017, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. all complete as per direction of the Engineer-in-chargeSoluble Salt Stainfree vitrified tiles (Glossy) / Double charged Stainfree vitrified tiles (Glossy) / Glazed Vitrified Tiles (Glossy / Mat Finish/ Anti-Skid) / Glazed Vitrified Tiles - Full Body (Glossy / Mat Finish/ Anti-Skid
132passengers rest room
133Providing 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. complete.
13440mm thick.
135Providing 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.
136With Teak wood local
137Providing 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.
138Kota stone slab 25mm thick
139Providing 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.
140In dark shade using ordinary cement
141Providing 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
142450 mm X 300 mm in all shades and design
143SUB-HEAD : ROOFING AND CEILING WORK
144Supply & 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.
1450.50mm thickness
146Supply & 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:
1470.50mm thickness
148Providing 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.
149Single socketed pipe -110 mm OD
150Providing 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:
151Coupler110mm
152(ii) Single equal tee without door - 110 x 110 x 110 mm
153(iii) Single equal tee with door - 110 x 110 x 110 mm
154(iv) Bend 87.5o - 110mm
155(v) Plain shoe - 110 mm
156Providing 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.
157110mm
158Providing 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
159100mm
160SUB-HEAD : FINISHING WORK
16112 mm cement plaster of mix
162cement mortar 1 : 4 ( 1 cement : 4 fine sand )
163cement mortar 1 : 6 ( 1 cement : 6 fine sand )
16415 mm cement plaster on the rough side of single or half brick wall of mix:
165cement mortar 1 : 6 ( 1 cement : 6 fine sand )
1666 mm cement plaster of mix:
167cement mortar 1 : 3 ( 1 cement : 3 fine sand )
168Neat cement punning.
169Distempering 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.
170Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
171Wall 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.Two Coats
172Finishing 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)
173Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
174With ready mixed Grey primer of approved brand and manufacture on wood work ( hard & soft wood ).
175With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
176Painting 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
177SUB-HEAD:WATER PROOFING WORK
178Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with :
179Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
180Providing 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.
181SUB-HEAD : SANITARY INSTALLATIONS
182Providing 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 :
183White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
184Providing 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 :
185W.C. pan with ISI marked white solid plastic seat and lid
186Providing 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
187Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
188Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:
189Flat back wash basin of size 550x400mm.
190Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
191(i) Semi rigid pipe - 32 mm dia
192(ii) Flexible pipe - 32 mm dia
193Providing 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.
194Providing 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.
195Providing 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
196Providing 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.
197Providing and fixing on wall face unplasticised Rigid PVC soil, waste & vent pipes (working pressure 6 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion
198Single socketed pipe - 110 mm OD
199Providing and fixing 25mm x 1.40 mm clips made out of aluminium strip of approved design to unplasticised - PVC soil, waste & vent pipes by means of Plastic Wall Plugs fitted in the brick work/R.C.C work by drilling with the help of mechaine and screwed with M.S. screws of required length and making good the wall etc. complete.
200100 mm
201Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC soil, waste & vent pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
202Coupler110 mm
203Single equal tee with door110x110x110mm
204Single equal tee without door110x110x110mm
205Double equal junction of required degree without door110x110x110 x110 mm
206Bend 87.5'110mm
207Terminal guard:110 mm
208Providing and fixing to the inlet mouth of soil, waste & vent pipes pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete.
209100 mm
210Providing and fixing grab bar in disable friendly bathrooms using C.P. brass screws and washers complete as per direction of Engineer-in- charge.
211Stainless steel Grab Bar 692 mm
212Cutting 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):
213100mmdia.
214SUB-HEAD : WATER SUPPLY
215Providing 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
21615 mm nominal outer dia .Pipes.
21720 mm nominal outer dia .Pipes.
21825 mm nominal outer dia .Pipes.
21940 mm nominal outer dia .Pipes.
220Providing and fixing brass bib cock of approved quality :
22115 mm nominal bore
222Providing and fixing brass stop cock of approved quality :
22315 mm nominal bore
224Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
22525 mm nominal bore
22640 mm nominal bore
227Providing and fixing gun metal non-return valve of approved quality (screwed end):
228(ii) 40 mm nominal bore - Vertical
229Providing 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.
230Constructing 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 :
231With Second Class bricks
232Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:
233100 mm diameter
234SUB HEAD : SEWAGE AND DRAINAGE WORK
235Providing, 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 :
236150 mm diameter
237Providing 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:
238150 mm diameter S.W, pipe
239Making 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.
240Constructing 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 :
241Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
242ROAD WORKS
243SUB-HEAD : EARTH WORK, EROSION CONTROL AND DRAINAGE
244Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
245Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
246Compacting 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.
247Road side Pucca Drains
248Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcemen
249(i) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) - In Ordinary rock (not requiring blasting)
250(ii) U shaped drain (top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm) - In Ordinary rock (not requiring blasting)
251SUB-HEAD : GRANULAR SUB-BASES, BASES ( NON-BITUMINOUS ) AND SHOULDERS
252Granular 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)
253Water 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
254Water 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
255SUB-HEAD : SUB-HEAD : BASES AND SURFACE COURSES (BITUMINOUS)
25625 mm thick Open-Graded Premix Carpet using Bituminous(Viscosity grade/ modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.By Mechanical Means.Bitumen of VG-30
257Prime CoatLow porosityProviding and applying primer coat with bitumen,emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502
258Tack CoatProviding and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic room as per MoRD Technical Specification Clause 503.
259Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using ype A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
260By Mechanical MeansCase - I : Type ABitumen of VG-30
26180 mm thick factory made c.c. interlocking paver block of M-35 Grade
262Providing 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
263SUB-HEAD : GALVANIZED CHAIN WIRE MESH FENCING
264Providing and fixing 1.8 m high galvanised chain wire (3mmdia) mesh (size 75 x 75 mm) fencing with 2.4 m RCC M15 grade (using jhama brick aggregate)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 3 horizontal lines with MS flat (25x5mm) with ends embedded to the post at equal distance, fixed with GI staples, turn buckles etc. complete as per specification, drawing & direction of the Engineer-In-charge.
265MECHANICAL WORKSSUB-HEAD : LIFT
266Supplying, Installation, Testing & Commissioning of of 3(three) Nos.Passenger Traction Lift of 13(thirteen) passenger (884kg) capacity elevator up to G+3 level lift with regenerative drive as per CPWD General Specification for Electrical Works (Part-III Lift & Escalator) 2003, BIS Codes, NBC 2016 as amended upto date having provision for barrier free access as per Harmonised Guidelines & Standards for Universal Accessibility in India - 2021 of MoHUA, serving different floors in the lift shaft as per detailed specifications enclosed and as under including all other equipment and accessories complete as required:-(i) Speed-1 MPS.(ii) Floors-4(G+3)(iii) Travel -(iv) Stops & opening- 4 stops and 4 openings.(v) Controller: A.C. variable voltage & variable frequency.(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required.vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant.(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wires system.(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting.(x) The car flooring should be smooth and antiskid as approved by engineer-in-charge.(xi) Type of doors:(a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish).(b) Landing doors: stainless steel scratch proof .(xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel in the lift car.(xiii)Voice announcement system in the car to announce the position of the elevator in the hoist way as the car passes or stops at floor served by the elevator
267(xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control, Landing doors 2 hours Fire rated, Overload detection and protection, Overspeed Governer, Dot Matrix LED D & P Indicators In Car & Landings, BMS Compatibility, tamper proof infrared curtain covering almost the entire height of the lift car door, Alarm horn, Anti Nuisance Operation, CCTV camera system Compatibility, Firemen switch, 2/3 way intercom, Emergency Stop Switch with battery backup for fan and light fitting for 1 hour, pit ladder.(xv) The lift doors shall have a vision panel to enable persons with hearing impairment to signal for help or assistance in the event of an emergency.(xvi) An appropriate technological support be provided (through emergency messaging |services or alarms etc.) to respond to the emergency requirements of person with hearing impairment or deafness.(xvii) In case of failure of ARD or other electronic devices, a provision of manual rescue be provided.13 passenger (884kg) lift
268AIR CONDITIONING
269Providing in/c testing and commissioning (except Installation) of Split type Hi-wall 1.50 TR (4,500 Kcal/ hr.) A.C. Machine with Inverter Compressor technology operating on non-CFC refrigerant (R-410A/R-32/equivalent refrigerants) suitable for wall mounting conforming to IS:1391 (Part-II) specification (Evaporator & Condenser must have copper pipe), suitable for operation on 230 volt +- 10%, not less than 3 (Three) Star rating (2019 Standard), 50Hz, Single Phase AC Supply capable of performing a) Cooling, b) Dehumidifying, c) Air Circulation, d) Filtering, as per direction of the Engineer-in-Charge.
270Providing in/c testing and commissioning (except Installation) of Split type Hi-wall 2.00 TR (6,000 Kcal/ hr.) A.C. Machine with Inverter Compressor technology operating on non-CFC refrigerant (R-410A/R-32/equivalent refrigerants) suitable for wall mounting conforming to IS:1391 (Part-II) specification (Evaporator & condenser must have copper pipe), suitable for operation on 230 volt +- 10%, not less than 3 (Three) Star rating (2019 Standard), 50Hz, Single Phase AC Supply capable of performing a) Cooling, b) Dehumidifying, c) Air Circulation, d) Filtering, as per direction of the Engineer-in-Charge.
271Standard installation of 1.5 TR/2.00 TR capacity Hi-Wall Split type type Air Conditioner in/c repairing of drilled wall by cement mortar, painting in/c necessary insulation,clamping and warping by white masking tape of copper pipes, and also providing electrical 3 pin 16 amp Top for connection in socket & necessary scaffolding etc. complete as per direction of the Engineer-in-Charge.
272Providing and fitting fixing of copper pipe (suction & discharge) for split AC (5/8'',1/4'') suitable size as per direction of the Engineer-in-Charge.
273Providing and connecting Electric Control cables between indoor unit and outdoor unit beyond standard quantity kit. 3C X 2.5 Sq. mm Copper Cable.
274Fabrication of M.S. platform for placement of condensing unit by using M.S. angle of (50x50x5) mm size base plate, nuts & bolts or cradle of suitable sizes i/c painting, fitting, fixing grouting by cement mixer as per direction of the Engineer-in-Charge.
275Providing uPVC pipe of good quality of at least 25 mm diameter including necessary clamping and fitting for draining of condensate water from indoor unit as per direction of the Engineer-in-Charge.
276Providing & Charging fresh refrigerant gas (R-410) for 1.5/2.0 TR High wall split AC system as per direction of Engineer -in- charge
277FIRE FIGHTING
278Supply,installtion,testing and commissioning of ISI marked CO2 Fire Extinguisher 2 kg capacity Cylinder.
279Supply,installtion,testing and commissioning (SITC) of ISI marked CO2 gas type Fire Extinguisher of of 4.5 kg capacity made from seamless cylinder with control valve,fitted with discharge adopter, complete with initial gas charge, carrying handle and wall mounting bracket etc. as complete as required.
280Supply,installtion,testing and commissioning (SITC) of ISI marked ABC stored pressure type Fire Extinguisher of 6 kg capacity of welded cylinder squeeze lever discharge valve fitted with pressure gauge with initial discharge tube discharge hose and nozzle suspention bracket charged with mono amonium phosphate base ABC powder and pressuirsed with nitrogen gas etc. as complete as required.
281Providing & Fitting fixing of Dry Chemical Powder (DCP) Fire Extinguisher 6 kg capacity Cylinder.
282Supply,installtion,testing and commissioning (SITC) of ISI marked Providing & Fittingfixing of AFFF Fire Extinguisher.
283SLFTC of M.S. Pipes on surface Supplying, Laying, Fixing, Testing & commissioning of following sizes (NB) of ISI mark heavy class TATA/ JINDAL M.S pipes including cutting threading welding etc. and providing all fittings e.g. Elbows. Reducers. Clamps, Hangers, Flanges, Gaskets. Nuts& Bolts cost including providing two coats of synthetic enamel paints of approved shades over a coat of primer prior to application to primer the surface should be clean for any dirt, rusts, rough substance etc. including painting of legends of both direction arrow as per approval of the project manager.
284200 mm dia (wall thickness 6.3 mm)
285150 mm dia
286100 mm dia
28780 mm dia
28865 mm dia
28940 mm dia
29025 mm dia
291150 mm dia (underground pipe line..etc)
292Providing and fixing internal /external fire hydrant comprising of SS Fire Hydrant Valve 80 mm inlet with single headed with single outlet with control and fitted with63mm dia instantaneous female coupling on the outlet complete with orifice flange as required, blankcap and chain locations as per drawings (inlet flanges to I.S 5290-1977 class C.
293Supply,installtion,testing and commissioning of electric motor driven automatic pressurization pump (JOCKEY FIRE PUMP)consisting of : (Kirloskar / mather platt make) suitable for discharge of 180 LPM at a total head of 56m. Common base plate fabricated out of MS Channel Suitable pump foundation with vibration damping arrangement by cushy foot or similar mountings as required 180LPM @56m Head.
294180 lpm at 56 m Head.
295Supply,installtion,testing and commissioning of Electric Motor Driven Fire pumping (Sprinkler pump) set (Kirloskar /Mather platt make)suitable for automatic operation consisting of thefollowing for delivery of 2280 LPM at a total head of 56 m so as to ensure aminimum pressure of 3.5kg/sq.cm at highest andfarthest outlet of the specified flow and minimum 5.50kg/sqcm at the pump outlet. Commonbase plate fabricated out of MS channel Suitable pump foundation with vibrationdamping arrangement by cushy foot or similarmountings as required.
2962280 LPM @56m Head.
297Supply,installtion,testing and commissioning of Diesel Engine Driven Fire pump suitable for automatic operation consisting of the following and Part V-1985 and relevant BISspecifications.i) Horizontal Split casing centrifugal pump suitable for delivery of 2280LPM at a total head of 56m so as to ensure a minimum pressure of 5.50Kg sq cm at the Suitable cement concrete foundation with vibration damping arrangement and cushy foot mounting as required.
2982280 lpm at 56 m Head
299Supply,installtion,testing and commissioning of Electric Motor Driven Fire pumping (Hydrant pump) set (Kirloskar/Mather platt make) suitable for automatic operation consisting of the following for delivery of 2280LPM at a total head of 56m so as to ensure a minimum pressure of 3.5kg/sq.cm at highest and farthest outlet of the specified flow and minimum 5.50kg/sqcm at the pump outlet. The pump shall be of horizontal End suction type with cast iron body, bronze impeller and stainless steel shaft directly coupled through a flexible coupling with electric motor. Common base plate fabricated out of MS channel of size 75 x 150mm iv) Suitable pump foundation with vibration damping arrangement by cushy foot or similar mountings as required 2280 LPM @56m Head.
300(A) Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following. complete in all respects, as required: (Terrace Pump)(B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS: 1520(C) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with lP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F'insulation, conforming to IS-325(D) M.S. fabricated common base plate, coupling, coupling guard foundation bolts etc. as required.(E) Suitable cement concrete foundation duly plastered and with anti vibration pads.
301900 lpm at 35m Head
302Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze / gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :
303Sluice valve 150mm
304Providing and fixing butterfly valve confirming to type P.N.1.6 of IS 13095-1991 complete with flanges, bolts, nuts, gasket etc. as per specifications complete in all respect hydraulically tested to 20kg/sqcm.
305150 mm dia.
306100 mm dia.
30780 mm dia.
30865 mm dia.
30950 mm dia.
310Providing and fixing cast iron double flanged horizontal type with gunmetal seat non-return valve confirming to class - I of IS : 5312 including nuts, bolts, 1.5 mm thick compressed asbestos gasket including painting complete.
311150 mm dia .
312100 mm dia.
31365 mm dia.
314Providing and fixing standard short size SS branch pipe with gunmetel nozzle 16mm dia outlet with standard male instaneous spring lock type 63 mm dia coupling. Branch pipe and nozzle shall confirm to IS : 903-1985.
315Stainless Steel (Grade 304)
316Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. forsuitable dia MS pipe connection conforming to IS 904 as required.
3174 way - 150 mm dia M.S. Pipe
318Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories.
319Pendent Sprinkler
320Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith syntheticenamel paint of approved shade as required.
321Providing and fixing first aid fire hose reel equipment confirming to IS : 884-1969 with up to date amendments finished with post office red spray paint and complete with following as required : (i) 20mm dia. 36.5 meters long hose tubing of approved make confirming to IS : 5132- 1969 with up to date amendments. (ii) Swinging type hose guide fixing bracket assembly (iii) 25mm dia gate valve (iv) 6mm outlet SS nozzle with shut off valve as required.
322Providing and fixing 63 mm dia 15 m long Reinforced Rubber lined (RRL) woven jacketed hose tested to bursting pressure 32 kg/sqcm including gunmetal male and female instantaneous type-coupling approved by fire authority, machine would with G.I wire complete in all respects. Hose shall conform to I.S 636 Type II and coupling to I.S 903-1985 WITH ISI certification.
323Providing & fixing of pressure switch in M.S. pipe line including connection etc. asrequired.
324Providing & fixing of pressure gauge in M.S. pipe line including connection etc. as required.
325Providing & fixing of Double Door Hose Box with 12 swg and Fiber glass at front with key case.
326Supplying, installation, testing and commissioning of 25 mm ball valve.
327Supplying, installation, testing and commissioning of half inch ball valve.
328Supplying, installation, testing andcommissioning of foot valve.
329150 mm dia.
330100 mm dia.
331Fabrication, supply, Installation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc, complete in all respect, suitable for hydrant pump, sprinkler pump, diesel pump, jockey pump & terrace pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz AC Supply with enclosure protection class IP 42 as required:Incomings:400A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0–500V with selector switch Ammeter (0–400 A) with selector switch & CTs etc.LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 500A. Main Fire Pump:200 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 75 hp pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. Jockey Pump:100 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.
332Supplying, installation, testing & commissioning of air release valve mechanism typically used in water or irrigation schemes to ensure that any entrapped air in the water system is automatically released in order to maximize the system performance.
333Supplying, installation, testing & commissioning of Mechanically operated Gong Bell (Sprinkler Alarm) consisting of water motor gong with cast iron gong bell of approved make, paddle assembly operated by water flow in sprinkler alarm line, mild steel bracket & hardware for wall mounting, MS piping connection with isolation valve and drain arrangement as required. Gong bell shall ring automatically by water pressure when sprinkler system activates.
334100 mm dia
335Design, supply, installation & commissioning of CO2 fire Suppression System with following capacity CO2 cylinder, and required length of automatic bursting tube inside LT panel as specified i/c required modification and making good the same LT panel as required for installation of complete system along with the complete items as per the specifications, approved make, as required as per site.
3364.5 Kg (Minimum)
337Supply, installation, testing and commissioning of power & control cable including termination from fire control motor panel to motors, control switch including necessary lugs and glands, necessary fixtures and accessories complete in all respect as required.4 core power cable with 8 S.W.G Bare copper earth wire from main electrical panel to Pump panel and from pump panel to Motor Input.
33816mm² XLPE insulated copper armoured cable
3394mm² XLPE insulated copper armoured cable
340Control cable 12C X 1.5 Sq mm CU
341INTERNAL ELECTRIFICATION WORKSSUB-HEAD : ELECTRIFICATION WORKS
342Wiring for light/ fan/ exhaust fan/ call bell point with 2x1.5 sq. mm PVC insulated copper conductor cable (FR) in PVC conduit (medium gauge) recessed in slab/ wall complete with 6/10 amps modular type switch, cover plate, GI box including necessary connection etc. as required.
343Wiring for 2 way controlling light point with 3x1.5 sq. mm PVC insulated copper conductor cable (FR) in PVC conduit (medium gauge) recessed in slab/ wall complete with 6/10 amps modular type 2 way switch, cover plate, GI box including necessary connection etc. as required.
344Providing and fixing of 3 pin 6/10 amps plug point with modular type 6/10 amps switch and socket including connection with 2 x 1.5 sq. mm PVC insulated Copper conductor cable (FR) on modular concealed switch board with cover plate earthing the 3rd pin etc. as required.
345Providing and fixing of 3/6 pin 16/20 amps plug point with modular type 16/20 amps switch and socket including connection with 2 x 2.5 sq. mm PVC insulated Copper conductor cable (FR) on modular concealed switch board with cover plate earthing the 3rd pin etc. as required.
346Wiring for Circuit/Sub-main with the following sizes PVC insulated Copper conductor cable (FR) in PVC conduit (medium gauge) recessed in slab/ wall etc. as required:-
3472 X 1.5 + 1 X 1.5 sq mm
3482 X 2.5 + 1 X 1.5 sq mm
3492 X 4 + 1 X 1.5 sq mm
3504 X 4 + 2 X 1.5 sq mm
3514 X 6 + 2 X 2.5 sq mm
3524 X 10 + 2 X 4 sq mm
3534 X 16 + 2 X 6 sq mm
3544 X 25 + 2 X 10 sq mm
3554 X 35 + 2 X 10 sq mm
356Supplying and fixing of the following PVC conduit (medium gauge) with all accessories on slab/recessed on wall etc as required.
35719/20 mm dia
35825 mm dia
359Supplying and fixing of the following electrical accessories including necessary connection etc. as required.
3603mm thick bakelite sheet
361Supplying and fixing of the following modular accessories including necessary connection etc. as required.
3625 step fan regulator (2M):-
36320/25 amps single phase motor starter switch (2M):-
364Supply and fixing of 32mm x 6mm GI strip on wall/ floor of the building for horizontal/ vertical run including necessary spacers and porcelain insulators at regular intervals.
365Supply and fixing of the following sizes GI prong with necessary nuts & bolts etc as required grouted on roof for Lightning protection.
366GI Prong 1000 mm long
367Wiring for Circuit/Sub-main with the following sizes PVC insulated Copper conductor cable (FR) in existing PVC Casing Capping/ conduit in recess/surface including connection etc. as required:-
3681 x 70 sq mm PVC Insulated copper conductor cable
369Earthing with 40 mm dia G.I. Earth pipe (medium gauge) 4.5 m. long complete with masonry enclosure on top CI cover plate size 12\\"x 12\\" having locking arrangement including CC work, holes on earth pipe etc. as required.
370Extra for using salt (5 kg) and charcoal (46kg) for pipe earth electrode as required.
371Providing and fixing / Drawing 4.06 mm dia (8 SWG) Copper wire on surface or in existing G.I / PVC / Polythene pipe for loop earthing as required.
372Supplying & fixing of 1200 mm sweep white color AC ceiling fan capacitor type double ball bearing complete with 300 mm down rod,canopies,shackles, 3nos blades, including wiring the down rod with 2x1.5 sqmm PVC insulated Copper conductor cable(FR) (ISI marked, BEE 1 star/minimum service value 4.0 m3/min/W) : -
373Supplying & installation of 400 mm sweep AC wall mounting fan with plastic blade including connection etc as required:-
374Supplying & installation of 450 mm sweep 1400 rpm metalic body exhaust fan including connection etc as required (ISI marked) :-
375Supplying & installation of shutter for 380/450 mm sweep metalic body exhaust fan in the existing hole as required:-
376Supplying & installation of 300 mm sweep 900 rpm metalic body exhaust fan including connection etc as required (ISI marked) :-
377Supplying & installation of shutter for 225/230/300 mm sweep metalic body exhaust fan in the existing hole as required:-
378Making different sizes of hole in the wall for fixing of exhaust fan including finishing the same with cement plastering and painting etc as required:
379Supplying and fixing of Surface mounted integrated 40 watt,6500K LED batten luminaries in powder coated die cast housing complete with high efficiency polycarbonate diffuser and necessary connection etc. as required (with 50000 burning hours and minimum lumen output of 100 lm/watt).
380Supplying and fixing of Surface mounted integrated 20 watt,6500K LED GLAZE batten luminaries in powder coated die cast housing complete with high efficiency polycarbonate diffuser and necessary connection etc. as required (with 50000 burning hours and minimum lumen output of 100 lm/watt).
381Supplying and fixing of 40 watt LED post top light fixture with integral driver and high quality polycarbonate diffuser (IP 65) including necessary connection etc. as required (50000 burning hours and minimum lumen output of 100 lm/watt):-
382Supplying and fixing of Integrated 40W Solar Street Light(For Security/Emergency Lighting))(Without pole)
383Supplying and fixing of following outdoor LED luminaries in powder coated die cast housing complete with heat resistant tempered glass/diffuser including necessary connection etc. as required (50000 burning hours and minimum lumen output of 100 lm/watt):-
384120 watt LED street light fixture with integral driver and secondary lens (IP 66):-
385120 watt LED flood light fixture with integral driver and secondary lens (IP 66):-
386Supplying & installation of 7 Mtr long GI Octagonal pole with 1 mtr arm & Foundation Bolt with 220 sqmm base plate etc along with other accessories as required.
387Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size):-
388Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank:-
389Supplying & installation of 900mmx600mmx300mm floor mounted powder coated weather proof outdoor metal cabinet made of 16 gauge MS sheet supported with 4 nos legs made of 40mmx5mm MS angle complete with single door with locking arrangemet as per dirrection of site engineer:-
390Supplying and fixing of thermoplastic cable junction box with connectors suitable for following sizes cable : -
3911.5 sqmm - 4 sqmm Cable:-
3924 sqmm - 10 sqmm Cable:-
393Supplying and installation of powder coated steel sheet enclosure (MCB DB) suitable for 240/415 volts MCB/Isolator/RCCB (SP/SPN/DP/TP/TPN/FP) complete with necessary bus bar, neutral link, din rail, earth bar etc i/c connection as required.
394(2+6) / 8 way SPN MCB DB (double door):-
3954 way horizontal TPN MCB DB (Double door):-
3966 way vertical TPN MCB DB suitable for FP MCCB incomer upto 125 amps (Double door):-
397Supplying, installation, testing & commissioning of powder coated prewired panel board suitable for 415 volts TP MCCB as incomer & outgoing including busbar & connection as required of the following ratings & sizes:-
3984 way TP MCCB outgoing & TP MCCB incomer upto 400 amps:-
399Supplying and installation of powder coated steel sheet enclosure for 415 volts MCCB (TP/FP) complete with rotary handle and necessary connection etc as required:-
400Enclosure suitable for MCCB above 250 amps upto 400 amps:-
401Supplying, installation, testing & commissioning of powder coated prewired digital meter module complete with ammeter, voltmeter, phase indicator lamp, control fuses, CTs, in the existing panel board including connection etc. as required:-
402Supplying, installation, testing & commissioning of powder coated side cable module (1 pair) in the existing panel board including connection etc. as required suitable for the following sizes and ratings:-
4034/6 way outgoing and incomer upto 400 amps :-
404Supplying & installation of 10 KA breaking capacity, B/C curve MCB of following ratings in the existing MCB DB including connection as required:-
4056 to 32 amps SP MCB:-
4066 to 32 amps DP MCB:-
40740/50/63 amps FP MCB:-
4086 to 32 amps TP MCB:-
40940/50/63 amps TP MCB:-
410Supplying & installation of TP/FP MCCB of following ratings in the existing MCCB enclosure/ panel board including connection etc as required (Ics=100% of Icu with adjustable settings):-
41116 to 100 amps TP MCCB, Breaking capacity 16/18KA (Thermal Magnetic):-
41216 to 100 amps FP MCCB, Breaking capacity 16/18KA (Thermal Magnetic):-
413125 amps TP MCCB, Breaking capacity 25KA (Thermal Magnetic):-
414400 amps TP MCCB, Breaking capacity 36KA (Thermal Magnetic) :-
415Supplying and laying of the following sizes XLPE insulated PVC sheathed aluminium conductor armoured cable with necessary connection etc as required
4163 core 4 Sq mm
4173 core 6 Sq mm
4183 core 10 Sq mm
4193.5 core 240 Sq mm
420Supplying and laying of following sizes XLPE insulated PVC sheathed copper conductor Un-armoured cable including necessary connection etc as required.
4213 core 1.5 Sq mm
422Supplying and fixing of aluminium terminal ends (LUGS) - long barrel of following sizes : -
423240 sq mm
424Supplying and fixing of Copper terminal ends (LUGS) - long barrel of following sizes : -
4254 sq mm
4266 sq mm
42710 sq mm
42816 sq mm
42925 sq mm
43035 sq mm
431Excavation of earth for cable trench of 800mm depth & 300mm width in all kinds of soil including back filling of cable trench with the excavated soil with 20cm layer of sand, 3.5 nos bricks per metre for protection including ramming, consolidating to the original shape as per dirrection of Site Engineer :-
432Drawing of armoured/un-armoured cable with proper saddling etc as required:-
433Supply, installation, testing and commissioning of 320 KVA rating capacity, 415 volt 3 phase, 15OO rpm,liquid cooled DG Generator Set with AMF Panel (CPCB IV+ compliant) including necessary connection etc as required alongwith necessary sound testing at required site after all installation works, complete in all respects.
434Supply and fixing of 150 mm dia MS pipe for DG set extra exhaust pipe above the provided pipe along with DG set icluding painting etc as required:-
435Supplying, installation, testing and commissioning of following ratings online UPS with inbuilt isolation transformer, 50/60Hz (Auto sensing) frequency, P.F range 0.95-0.99, voltage regulation +/-1%, Pure sine wave form, total harmonic distortion < 5% with full load, Noise level 50db at 1m, LED indication for Normal mode/Load on battery/Load on bypass/System fault, Audible alarm for Mains failure, low battery, Overload, fault and Bypass mode complete with M. S Rack for mounting battery bank, Battery inter link cables and all other necessary accessories including connections etc. as required:-
4362 kVA/1.8 kW, 96 VDC, 1 Ph input/1 Ph output Online UPS complete with 8 nos, 12V, 42 Ah Battery bank (for 2hrs Backup):-
437Supplying and installtion of 12 feet Alluminum self supporting foldable platform ladder
438Supplying and installation of secure zone 4 kg ABC powder fire Extinguisher gross weight 6.38 kg, empty weight 2.38 kg, can height 372 mm, diameter 150 mm, discharge time minimum 13 seconds, discharge mechanism - squeeze grip type range minimum 2 meters applicable on class A,B,C and electrically started fire, A rating- 2A, rating-55B, can contrast-mig welded, valve construction- forging & machining, external coating of can epoxy polyester powder coating, sheet metal thickness 1.60 mm, conforms to BIS standards, 5 years warranty (make ceasefire/secure/fire shield)
439Supplying and fixing of MS frame made of (25mm x 25mm x 5mm) MS angle with necessary support by (40mm x 6mm) MS flat and 12 mm thick marine plywood on top, grouted on wall with 4 nos legs (25mmx25mmx5mm MS angle 20 cm long) finished with red oxide and 2 coat synthetic enamel paint including necessary cc work, mending the damages & painting etc as required:- Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58054923
AUTHORITY Government Departments
TENDER VALUE 29.64 Crore
LAST DATE 05-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Rajarbag Motorstand Udaipur, Gomati District, Tripura./Sh: Building Portion Including Internal Water Supply & Sanitary Installation, Bus Bay, Shop, Internal Road, Boundary Wall And Hardstand. (Phase-Ii)
Basic Detail
Tender No CE(B)/PWD/ACE/PU/DNIT/39/26-27
Bidding Type Tender
Location
City Gomati
State Tripura
Key Dates
Publish Date 15 Oct 2026
Submission Date 05 Nov 2026
Open Date 05 Nov 2026
Finance
Tender Value 29.64 Crore
Tender Fee 20000
EMD 59.28 Lakhs
Exemption Not Available
Document List
2a79313a-22e8-4330-9a44-e239373fd7f0.html
BOQ_79636.xls
DNIT.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Nov 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 19 days

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2a79313a-22e8-4330-9a44-e239373fd7f0.html

xls

BOQ_79636.xls

pdf

DNIT.pdf

pdf

Tendernotice_1.pdf

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