Housing Urban and Rular Development Government Departments Closing in 13 days TDR #56469927

Tender For Construction Of Science Building (G+4 Storied) At Mbb College Agartala Tripura / Vertical Extension From First Floor To Fourth Floor On Existing Ground Floor /Sh: Building Portion Including Internal Water Supply, Sanitary Installation, Sew

Issued by Government Departments · tripura, Tripura
Tender Value
47.88 Crore
Estimated cost
Bid Submission
05 Aug 2026
13 days left
EMD
95.77 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Science Building (G+4 Storied) At Mbb College Agartala Tripura / Vertical Extension From First Floor To Fourth Floor On Existing Ground Floor /Sh: Building Portion Including Internal Water Supply, Sanitary Installation, Sewage, Drainage Works, Internal Electrification, Mechanical Works And Boundary Wall.

BOQ

Name of Work:- Construction of Science Building (G+4 storied) at MBB College Agartala Tripura / Vertical extension from First Floor to Fourth Floor on existing Ground floor /SH: Building portion including internal water supply, sanitary installation, sewage, drainage works, Internal Electrification, Mechanical works and Boundary wall.
Sl. No. Item Description
1SUB-HEAD : EARTH WORK
2Clearing jungle including uprootin of rank vegetation, grass,brush wood, trees and saplings of grith upto 30 cm measured at a height of 1 m above ground level and remoble of rubbish up to a distance of 50 m out side the periphery of the area cleared.
3Surface dressing of the ground includin removing vegetation and in -equilities not exceeding 50 cm deep and disposal of rubbish, lead uoto 50 m and lift upto 1.5 m. All kinds of soil.
4Earth 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.
5All kinds of soil
6Earth 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.
7All kinds of soil
8Filling 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.
9All kinds of soil
10Extra for additional lift of 1.5m or part thereof.
11All kinds of soil
12Supplying 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.
13Supplying chemical emulsion in sealed containers including delivery as specified.
14Chlorpyriphos/Lindane emulsifiable concentrate of 20%
15Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion):
16Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.
17With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
18Treatment 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:
19With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
20SUB-HEAD : CEMENT CONCRETE WORK
21Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering
22All work upto plinth level:
231:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size)
241:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
251:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
26Centering shuttering including struttings, propping etc. and removal of form work for:
27Foundations, footings, bases for columns.
28Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
29Making 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.
30SUB-HEAD : RCC WORK
31Providing 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 per design mix is payable/recoverable separately).
32All work upto plinth level -Reinforced cement concrete grade M-25 using 418 kg of cement per cum
33All work upto floor five level -Reinforced cement concrete grade M-25 using 418 kg of cement per cum
34Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:
351:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
36Reinforced 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-
371:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
38Reinforced 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-
391:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
40Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with
411:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
42Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
43Thermo-Mechanically Treated bars of grade Fe-500D or more
44Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
45Thermo-Mechanically Treated bars of grade Fe-500D or more
46Providing 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
4750 mm thick
48Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size).
49Centering shuttering including struttings, propping etc. and removal of form work for:
50Foundations, footings, bases for columns etc. for mass concrete with timber plank
51Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
52Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
53Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
54Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
55Stairs (excluding landings) except spiral-staircases with wooden plank
56Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards.
57Edges of slabs and breaks in floors and walls under 20 cm. wide
58Weather shade, Chajjas, corbels etc., including edges.
59Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints.
60Providing and fixing sheet covering over expansion joints with iron screws as per design to match the colour /shade of wall treatment.
61SUB-HEAD : BRICK WORK
62First class brick work in foundation and plinth including cost of all materials as required complete.
63In cement mortar 1:4 ( 1 cement : 4 fine sand ).
64In cement mortar 1:6 ( 1 cement : 6 fine sand ).
65First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete.
66In cement mortar 1:6 ( 1 cement : 6 fine sand ).
67Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
68In cement mortar 1:4 ( 1 cement : 4 fine sand ).
69Extra 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:-
70In cement mortar 1:4 ( 1 cement : 4 fine sand ).
71SUB-HEAD : CLADDING WORK
72Providing 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:-
7314 mm thick Rajnagar Plain white marble/ Udaipur green marble/ Zebra black marble or equivalent duly approved:-
74Area of slab upto 0.50 sqm.
7514 mm thick Granite of any colour and shade duly approved.
76Area of slab upto 0.50 sqm.
77Providing 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:-
7814 mm thick Granite work.
79Providing 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):-
80White Agaria Marble Stone of approved shade of 18 mm thick (75 x 50 cm).
81SUB-HEAD : WOOD WORK
82Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with one coat of primer :
83Treated ( as per IS 401) rubber wood (performance Appraisal Certificate ( PAC) issued by TFDPC Ltd
84Providing TFDPC Veneered Moulded High Density Fibre (HDF) based skin door shutters filled with treated(as per IS 401) rubber wood (Performance Appraisal Certificate (PAC) issued by TFDPC Ltd) having varnish of approved colour ,texture & finish to ensure a uniform bright polish including fittings & fixing.
8535 mm thick shutters
86Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
87Fixed to openings /wooden frames with rawl plugs screws etc.
88Providing 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)
89Providing 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 :
90300 x 16 mm
91250 x 16 mm
92Providing 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 :
93300 x 10 mm
94250 x 10 mm
95Providing 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 :
96125 mm
97100 mm
98Providing 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.
99Twin rubber stopper
100Providing 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.
101Providing 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).
102Providing 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.
103Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete.
104SUB-HEAD : STEEL WORK
105Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
106Hot finished welded type tube
107Providing 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.
108Providing and fixing fan clamp 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.
109Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
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).
113For 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 ):-
114For 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 ):-
115Providing 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) :-
116With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
117With float glass panes of 5.5 mm thickness ( weight not less than 13.50 kg / sqm )
118Providing and fixing stainless steel (SS 304 grade) adjustable friction window stay of approved quality with necessary stainless steel screws etc. to the side hung windows etc. complete as per direction of Engineer-in-charge:-
119205 x 19 mm
120Providing 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:-
121Powder coated aluminium minimum thickness 50 micron
122Providing 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.
123Providing and fixing double glazed hermetically sealed glazed I aluminium windows, ventilators and partition and position etc. with 6 mm thick clear float glass both side having 12mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant ( both primary and seconday sealant ) of approved quality etc. complete as per specification, drawing and direction of Engineer-incharge.
124SUB-HEAD : FLOORING AND SKIRTING WORK
125Providing 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.
12640mm thick.
127Providing and laying polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 fine sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
128Providing 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:-
12914 mm thick Granite work.
130Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete
131Providing 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 complete.
13214mm thick Marble StoneRaj Nagar Plain marble
133Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 fine sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.
1348mm thick Rajnagar marble tiles (polished)
135Providing and fixing 1st class 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-incharge 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.
136450 mm X 300 mm in all shades and design
137Providing 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.
138Mat Finish Tiles/ Anti-skid Tile/ Glossy Tiles600 mm x 600 mm in all shades and designs 1st class quality ceramic floor Porcelain tiles
139Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in all colours and shades, laid over 20 mm 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 pigment etc. all complete as per direction of the Engineer in-charge.
140Glazed Vitrified Tiles (Glossy / Mat Finish/ Anti-Skid)Size of tile 600 mm x 600 mm
141Providing 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.
142In dark shade using ordinary cement
143Providing 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.
144Kota stone slab 25mm thick
145Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1 : 3 ( 1 cement : 3 fine sand ) and joined with ordinary cement slurry mixed with pigment to match the shade of slabs, including rubbing and polishing complete .
146Providing and fixing tactiles of standardized designs conforming to RNIB (The Royal National Institute for the Blind, UK), DETR (Department of the Environment, Transport and the Regions, UK) & ADA (Americans with Disabilities Act, USA) of size 300 x 300 mm in floors, (thickness to be specified by the manufacturer) specially designed to assist the visually impaired - “foot braille”, with water absorption less than 0.5%, of approved brand & manufacturer, laid on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) including grouting of joints (Payment for grouting of joints to be made separately)
147Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick subgrade of compactedbed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand,including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
148Providing and fixing tactile of Photoluminescent Emergency evacuation map in Braille for each floorjndicating the current position of the viewer saying \\"YOU ARE HERE\\" in Braille indicating the emergency exits, locations of fire extinguishers etc. The size of the board shal be 600 x 900mm and shall be installed at a height of 1200mm from FFL and shall be oriented to the position of the viewer as per the direction of the site engineer complete as per design/ specifications and guidelines as per the direction of the Engineer-in-charge.
149SUB-HEAD : ROOFING AND CEILING WORK
150Supply & 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, backsidecoat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard filmof 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge. 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 Engineer-in-charge.
1510.50 mm thickness
152Supply & 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 etc. complete as per direction of Engineer-in-charge. Sheet should have protective guard film of 25 microns minimum toavoid 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:
1530.80 mm thickness
154Providing 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:
155Single socketed pipe - 110 mm OD
156(i) Coupler - 110mm
157(iii) Single equal tee without door - 110 x 110 x 110 mm
158(ii) Single equal tee with door - 110 x 110 x 110 mm
159(iv) Bend 87.5o - 110mm
160(v) Plain shoe - 110 mm
161Providing 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.
162110mm
163Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete.
164100mm
165SUB-HEAD : FINISHING WORK
16612 mm cement plaster of mix
167In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
168In cement mortar 1 : 6 ( 1 cement : 6 fine sand )
16915 mm cement plaster on the rough side of single or half brick wall of mix:
170In cement mortar 1 : 6 ( 1 cement : 6 fine sand )
1716 mm cement plaster of mix:
172In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
173Neat cement punning.
174Providing 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.
175Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, ofapproved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
176New work ( two or more coats) over and including water thinnable priming coat with cement primer
177Finishing 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)
178Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
179With ready mixed pink or grey primer on wood work (hard and soft wood)
180With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
181Painting 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
182SUB-HEAD:WATER PROOFING WORK
183Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with :
184Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
185Cement mortar 1:4 (1 cement : 4 fine Sand)
186Providing 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.
187SUB-HEAD : SANITARY WORKS
188Providing 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 :.
189White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
190Providing 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 :
191W.C. pan with ISI marked white solid plastic seat and lid
192Providing and Fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of four urinal basins with 10 litre white P.V.C automatic flushing cistern.
193Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
194Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively.
195Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:Flat back wash basin of size 630x450mm
196Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required:
197Kitchen sink without drain board610x460 mm bowl depth 200 mm.
198Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings:
199Size 600x450x200 mm.
200Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
201(i) Semi rigid pipe - 32 mm dia
202(ii) Flexible pipe - 32 mm dia
203Providing 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.
204Providing 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.
205Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colours weighing not less than 105 gms
206Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour.
207450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms
208Providing 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.
209Cutting 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):
210100mmdia.
211Providing and fixing on wall face unplasticised Rigid PVC rain water, 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:(i) Single socketed pipe - 110 mm
212Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
213(i) Coupler - 110mm
214(ii) Single pushfit Coupler - 110mm
215(iv) Single equal tee without door - 110 x 110 x 110 mm
216(iii) Single equal tee with door - 110 x 110 x 110 mm
217(vii) Bend 87.5o - 110mm
218(viii) Plain shoe - 110 mm
219Providing and fixing unplasticised PVC pipe clips of approved designed to unplasticised PVC rain water, soil, waste & vent pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S screws of required length including cutting brick work and fixing with cement mortar 1:4 ( 1 cement : 4 fine sand) making good the wall etc. complete.
220110 mm
221SUB-HEAD : WATER SUPPLY
222Providing 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
22315 mm nominal outer dia .Pipes.
22420 mm nominal outer dia .Pipes.
22525 mm nominal outer dia .Pipes.
22632 mm nominal outer dia .Pipes.
22740 mm nominal outer dia .Pipes.
22850 mm nominal outer dia .Pipes.
229Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. - Concealed work including cutting chases and making good the walls etc.
23015 mm nominal outer dia .Pipes.
23120 mm nominal outer dia .Pipes.
23225 mm nominal outer dia .Pipes.
23332 mm nominal outer dia .Pipes.
234Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. - External work
23515 mm nominal outer dia .Pipes.
23620 mm nominal outer dia .Pipes.
23725 mm nominal outer dia .Pipes.
23832 mm nominal outer dia .Pipes.
23940 mm nominal outer dia .Pipes.
24050 mm nominal outer dia .Pipes.
241Providing and fixing brass bib cock of approved quality :
24215 mm nominal bore
243Providing and fixing brass stop cock of approved quality :
24415 mm dia nominal bore
245Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
24625 mm nominal bore
24740 mm nominal bore
248Providing and fixing gun metal non-return valve of approved quality (screwed end):
249(i) 25 mm nominal bore - Vertical
250(ii) 40 mm nominal bore - Vertical
251Providing 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.
252Constructing 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 :
253With Second Class bricks
254Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:
255100 mm diameter
256SUB HEAD : SEWAGE AND DRAINAGE WORKS
257Providing, 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 :
258150 mm diameter
259Providing 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:
260150 mm diameter S.W, pipe
261Making 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.
262Constructing 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 :
263Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
264Extra for depth beyond 450 mm of brick masonry chamber for underground C.I. inspection chamber with same specification as mentioned in item no 20.330 complete as per standard design :
265For 500x700 mm size
266SUB HEAD : MISCELLANEOUS
267Providing 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/bdirection of the Engineer -in-Charge:
268a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.
269Carring of excavated earth by Mechanical Transport including loading, unloading and stacking with 8.00 (eight) k.m distance.
270Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).
271Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:
272a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of variousthicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against firehazard including:
273b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts andwashers etc. of stainless steel grade 316, of the required capacity and in required numbers.
274c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approvedgrade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
275d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
276e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutterprofiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop
277drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes 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 structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings andas directed by the Engineer- in-Charge.
278Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, onlythe actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places.
279Note:- 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Costof testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories.
280(1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr.(2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.(3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml.(4) Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm.(5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test. Tests to be conducted on site.(6) Onsite Test for Water leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml.
281Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels asspecified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in- Charge.
282Designing, 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:
283a) 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
284b) 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.
285(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 bimetallic contacts all complete required to perform as perspecification 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 andas 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.\\"
286Aluminium Composite Panels of 3mm total thickness with Top coil – 0.25mm AA3003 Grade manufactured as per IS-737 1986, FR Grade Class B1 with 2.50mm 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 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 5.25 Kg/m2
287Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle ofthe 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\"runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings etc. complete and as per direction of Engineer-in-charge.
28812.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film soas to make the tile a completely sealed unit.
289ELECTRICAL WORKS
290Supplying and fixing of the following PVC conduit (medium gauge) with all accessories on slab/recessed on wall etc as required.
29119/20 mm dia
29225 mm dia
29332 mm dia
29440 mm dia
295Supplying and fixing of the following sizes GI (in recess) and plastic (on surface) modular switch boards etc. as required.
2964 module GI switch board:-
2978 module GI switch board:-
29812 module GI switch board:-
29916 module GI switch board:-
300Supplying & installation of metalic fan clamp box of standard size with 3 mm thick bakelite/plastic cover as required:-
301MECHINECAL WORK :
302SUB HEAD : LIFT
303Providing, Installation and Commissioning of 06 (six) nos Machine Room Less (MRL) lift of 13 (thirteen) passenger (884 Kg) capacity passenger elevator upto (G+4) level at Science Building (G+4) storied of MBB College , Agartala, Tripura.
304TECHNICAL SPECIFICATIONProduct Type : Passenger liftCapacity: 13 (thirteen) passenger (884 Kg)Speed : 1.00 mpsOperation: Simple Collective selectiveStops and Opening : 5 stops , 5 openingDrive: Microprocessor based VVVF (closed loop)Power Supply : 415 Volts 3 phase 50 Hertz A.CType of Machine : GearlessMachine Room : Machine Room LessFloor designation : G, 1, 2 , 3 & 4Car design : Stainless steel in hairline finish with flow fan ventilationFalse Ceiling finish : Stainless steel in hairline finish Car Dimension (W X D X H) : 1600 X 1350 X 2200 mm (Depends on manufacturer design)Indicators : Provision of overload & audio visual indicatorsHand Rail : Stainless steel mirror finish hand rail in 03 (three) side.Flooring : PVC floorCar door finish : Stainless steel in hailine finishPit Depth : 1600 mmHoist Way Dimension : 2300 (W) mm X 2000 (D) mmOverhead : 4200 mmDoor Opening (W X H) : 900 X 2000 mm (Depends on manufacturer design)Landing door : Automatic center openingThe lift doors shall have a vision panel to enable persons withhearing impairment signal for help or assistance in the event of an emergencyProvision of Battery operated emergency light for 30 min backup.03 way intercom connectionFireman SwitchAutomatic Rescue Device & also with mechanical resue device (manually rescue in case of ARD failure)Provision of dot matrix display in car in all landingBraille on push buttonsFloor announcement with musicProvision for physically handicappedAutomatic phase reversal device
305Landing door : Automatic center openingThe lift doors shall have a vision panel to enable persons withhearing impairment signal for help or assistance in the event of an emergencyProvision of Battery operated emergency light for 30 min backup.03 way intercom connectionFireman SwitchAutomatic Rescue Device & also with mechanical resue device (manually rescue in case of ARD failure)Provision of dot matrix display in car in all landingBraille on push buttonsFloor announcement with musicProvision for physically handicappedAutomatic phase reversal
306OTHER FEATURESPit Ladder Scaffolding for fitting fixing Cleaning of Pit etc. Minor building work (MS Structure or Concrete structure at pit of the lift well for installation of buffer spring lift.) Necessary all holes at entrance door of lift as per necessary for electrical & other switches
307Providing & fitting fixing of lighting arrangement with protective measure including providing single phase main MCB point at machine room, 3 pin socket & light point with switch in each floor & pit of the lift well and the electrical wiring should provide with earthing through PVC casing or pipe etc. complete as per direction of the Engineer in-Charge.
308SUB HEAD : AC
309Providing of Split type Hi wall 2.00 TR(rated cooling capacity should not be less than 6000 kcal/hr or 24000 BTU/hr or 7000 w) split AC 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 be of pure copper) not less than 3(Three) Star rating (latest Standard) operates on single phase 230 volt, 50 HZ, including supply of 3.0 mtr copper pipe (both for suction & liquid line), 3.0 mtr 4(four) core electrical connecting cable, remote control unit including batteries, 16 amps power TOP etc complete, capable of performing a) cooling b) dehumidifying c) Air circulation d) filtering as per direction of the Engineer-in-Charge.
310Providing of Split type Hi-wall 1.5 TR( rated cooling capacity not less than (4500 Kcal/ hr or 18000 BTU/hr or 5250 KW) split A.C. Machine with Inverter Compressor technolgy operating on non-CFC refrigerant (R 410A/R-32/equiva lent refrigerants) suitable for wall mounting Conforming to Is 1391 (part -ii) specification (Evaporator & Condenser must be of pure copper ), not less than 3 (Three) Star rating(latest Standard) operate on Single phase 230 volts , 50Hz, AC Supply maximum current drawn 8.50 ampere including supply of 3.00 mtr copper pipe ( both for suction & liquid line ) 3.00 m 4(four) core electrical connection cable,remote control unit in/c batteries etc complete capable of performing a) Cooling b) Dehumidifying c) Air Circulation d) Filtering as per direction of the Engineer-in-Charge.
311Standard installation of 1.5 TR & 2.00 TR capacity High Wall Split type Air Conditioner in/c providing & fitting fixing of electrical 16 amp industrial Top & socket for indoor units, repairing of drilled wall by cement mortar, painting In/c necessary insulation of copper pipes etc. complete as per direction of the Engineer-in-Charge.
312Fabrication of M.S. platform for placement of condensing unit by using M.S. angle of base plate as per manufacturer standard design, nuts & bolts or cradle of suitable sizes i/c painting, fitting, fixing grouting by cement mixer as per direction of the Engineer-in-Charge.
313Supply and installation of additional length of copper pipe of suitable diameter for suction and liquid line between indoor and outdoor units (for 1.5 TR & 2 TR AC) beyond the standard length as per direction of the Engineer-in-Charge.
314Providing and connecting Electric Control cables between MCB to indoor/outdoor. 3C X 2.5 Sq. Mm Copper Cable.
315Providing & Fitting fixing of best quality 25 mm dia UPVC pipe including necessary clamping for draining of condensate water from indoor unit as per direction of the Engineer-in-Charge
316SUB HEAD : FIRE FIGHTING
317A) INSTALLATION AND COMMISSIONING PUMPS :
318(a) Supplying, installation, testing andcommissioning of Electric driven Main Fire Pump conforming to IS 12469: 2019 suitable for automatic operation and consisting of following, complete in all respects, as required :(b) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal as required. (c) Suitable HP Squirrel cage induction motor,TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming toIS-12615: 2018. (d) M.S. fabricated Common base plate, coupling,coupling guard, foundation bolts etc. as required.(e)Suitable cement concrete foundation duly plastered with anti vibration pads.
3192280 lpm at 70 m Head
320(a) Supplying, installation, testing and commissioning of diesel engine driven main fire pump conforming to IS 12469: 2019 suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel DrivenPump)(b) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal as required.(c) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12/24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding,residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required.(d) M.S fabricated, common base plate, coupling,coupling guard, foundation bolts etc. as required.(e) Suitable cement concrete foundation dulyplastered and with anti vibration pads.
3212280 lpm at 70 m Head
322(a) Supplying, installation, testing and commissioning of electric driven pressurisation pump conforming to IS 12469: 2019 suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump)(b) Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal as required.(c) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-12615: 2018.(d) M.S. fabricated Common base plate, coupling,coupling guard, foundation bolts etc. as required.(e) Suitable cement concrete foundation dulyplastered and with anti vibration pads.
323180 lpm at 70 m Head
324(a) Supplying, installation, testing and commissioning of electric driven terrace pumpconforming to IS 12469: 2019 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 seal as required. (c) Suitable HP squirell cage induction motor TEFC typesuitable for operation on 415 volts, 3 phase, 50Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-12615: 2018.(d) M.S.fabricated common base plate, coupling,coupling guard, foundation bolts etc.as required.(e) Suitable cement concrete foundation dulyplastered and with anti vibration pads.
325900 lpm at 35 m Head
326CONTROL PANELFabrication, supplying, 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, inter-connection withsuitable 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 main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable foroperation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :
327INCOMING250A, 50kA 4 Pole MCCB, Ics=100% Icu ratingDigital Voltmeter 0-500V with selector switchDigital Ammeter (0-250 A) with selector swtich &CTs etc.LED type RYB phase indicating lamps, ON, OFF,trip indicating lampsSet of Copper Bus Bar 300AOUTGOING( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LEDtype ON, OFF, trip indicating lamps)Main Fire Pump125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 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/OFFoperation.Jockey Pump63 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 acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFFoperation. Diesel Engine Control Control for diesel engine comprising -
328Automatic/Manual selctor switch & 3 attemptsstarting device, timers and relays as required, push buttons, start/stop in manual modeIndicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indicationBattery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC AmmeterAll standard relays and accessories for automatic operation of diesel engineSystem Controller Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump,Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers.Sensors, annunciation window for fault indication, complete as per specification
329PIPE AND ACCESSORIES :
330Providing laying, testing & commissioning of 'C'class heavy duty MS Pipe conforming to IS1239/Class -II of IS: 3589 i/c fittings like elbows,tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221,refilling the trench etc. of following sizes complete as required.
331200 mm dia ( wall thickness - 6.3 mm )
332150 mm dia
333Providing, laying, testing & commissioning of 'C'class heavy duty MS pipe conforming to IS1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
33425 mm dia
33540mm dia
33665 mm dia
33780 mm dia
338100 mm dia
339150 mm dia
340200 mm dia
341Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISImarked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required
342Single headed Stainless steel
343Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chainas required
344Single headed Stainless steel
345Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS904 as required:
3464way - 150mm dia M.S. Pipe
347Supplying, fixing, testing and commissioning ofbutterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required
34840mm dia
34965 mm dia
35080 mm dia
351100 mm dia
352150 mm dia
353Supplying, 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 :
35440 mm dia
35565 mm dia
35680 mm dia
357100 mm dia
358150 mm dia
359Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.
360Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :
36140mm dia
36280 mm dia
363100 mm dia
364150 mm dia
365Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange
36680 mm dia
367150 mm dia
368Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red,conforming to IS 884 complete with the following asrequired.(a) 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS:12585 (b) 20 mm nominal internal dia gun metal globe valve & nozzle.(c) Drum and brackets for fixing the equipmets on wall. (d) Connections from riser with 25 mm dia stop gunmetal valve & M.S. Pipe and socket.
369Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required:
370Stainless steel (Grade 304)
371Supplying 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 synthetic enamel paint of approved shade as required.
372Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories :
373Pendent Sprinkler
374Providing & fixing of pressure switch/pressure gauge in M.S. pipe line including connection etc. as required.
375Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required.
376100 mm dia
377150 mm dia
378Providing, fixing, testing & commissioning of installation control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required :
379150 mm dia
380Supply, installation, testing and commissioning of gun metal ball valve for priming and draining all fixtures and accessories complete in all respect as required.
38115 mm NB
38225 mm NB
38340 mm NB
384Providing fitting fixing of 1000 liter PVC priming Tank with structural support and necessary connection with all fixtures and accessories complete as required , as per approved make
385Supply erecting , testing and commissioning of standard double door house indoor cabinet 750 mm x 600 x 250 mm to accommodate two pieces of hose pipe along with one pair of male and female coupling , one branch pipe and and 20 mm dia noozle confirming to IS 903, suitable to interconnect to hose pipe coupling etc. as directed by engineer in charge. the Cabinet is to be made of 20 SWG MS sheet, Glass fronted door with hinged door, glss braking hammer and locking arrangement by alian key etc. the cabinet is powder coated to scarlet red colour etc. completed as per direction of the engineer in charge, as per approved make.
386Supply, 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.
38716mm² XLPE insulated copper armoured cable
3884mm² XLPE insulated copper armoured cable
389Control cable 12C X 1.5 Sq mm CU
390Portable Fire Extinguisher
391Providing installation of co2 fire extinguisher 2 kg capacity cylinder(CEASEFIRE,KANEX,Minimax,Newage make) conforming to IS:15683:2018Fire rating 21B type etc complete as per direction of Engineer-in-charge.
392Providing, installation of ABC powder type (Stored Pressure) fire extinguisher 6.0 kg capacity cylinder (CEASEFIRE, KANEX, Minimax, Newage make) conforming to IS: 15683: 2018, Fire rating 4A, 144B type etc complete etc complete as per direction of the Engineer-in-charge.
393Providing & Fitting fixing of Dry Chemical Powder (DCP) stored pressure Fire Extinguisher 6 kg capacity Cylinder(IS):15683fire rating 144B with discharge hose &nozzle will be in the different places of Auditorium Building etc as per direction of the Engineer-in-charge
394Providing & fitting fixing at electrical Sub-panel of fire suppression system (Fire Spot Panel protection system) 2 kg type extinguishing UL listed clean agent, Hexafluropropane (HFC 236fa) portable type (CEASEFIRE, KANEX, Minimax, Newage make) & the tank should be made of mild steel grade CR1 of IS: 513, Dip tube container of 2 kg capacity withstanding a working pressure of 80 bar discharging percentage minimum 95 percent of initial charge area coverage should be 9.03 cum including pressure gauge adapter, pressure swit charge. switch etc complete as per direction of the Engineer-in-charge
395Providing & fitting fixing of electrical Main-panel of fire suppression system (Fire Spot Panel protection system) 4 kg type extinguishing UL listed clean agent, Hexafluropropane (HFC 236fa) portable type (CEASEFIRE, KANEX, Minimax, Newage make) & the tank should be made of mild steel grade CR1 of IS: 513, Dip tube container of 2 kg capacity withstanding a working pressure of 8 bar test pressure of 35 Bar and a minimum pressure of 80 Bar, discharging percentage minimum 95 percent of initial charge area coverage should be 9.03 cum including pressure gauge adapter, pressure switch etc complete as per direction of the Engineer-in-charge
396Providing & fitting fixing of Fire Suppression Monitoring panel, with 4 Zone / 4 nos input (for pressure switch connection), input power 230 volts, 50 hz, stand by power24 volt, inbuilt battery 2 X 12 volt-1.3 h, LED indicator etc complete as per direction of the Engineer-in-charge Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56469927
AUTHORITY Government Departments
TENDER VALUE 47.88 Crore
LAST DATE 05-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Science Building (G+4 Storied) At Mbb College Agartala Tripura / Vertical Extension From First Floor To Fourth Floor On Existing Ground Floor /Sh: Building Portion Including Internal Water Supply, Sanitary Installation, Sewage, Drainage Works, Internal Electrification, Mechanical Works And Boundary Wall.
Basic Detail
Tender No CE_blg_PWD_ACE_PU_DNIT10_26_27
Bidding Type Tender
Location
City tripura
State Tripura
Key Dates
Publish Date 14 Jul 2026
Submission Date 05 Aug 2026
Open Date 05 Aug 2026
Finance
Tender Value 47.88 Crore
Tender Fee 20000
EMD 95.77 Lakhs
Exemption Not Available
Document List
7ec0099a-0a80-4158-bc7b-f06c90bc03b7.html
BOQ_75991.xls
DNIeT.pdf
Tendernotice_1 (15).pdf

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Tender Timeline

Jul 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Aug 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

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html

7ec0099a-0a80-4158-bc7b-f06c90bc03b7.html

xls

BOQ_75991.xls

pdf

DNIeT.pdf

pdf

Tendernotice_1 (15).pdf

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