Tripura Housing And Construction Board Tender
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Tripura Housing And Construction Board - THCB Tender
Civil And Construction
Building Construction
Eprocure
Opening Date19 Jun 2023
Closing Date10 Jul 2023
Tender Amount₹ 6,01,38,817
Costs
EMD
₹ 12,02,777Document Cost
₹ 8,000Tender Fee
Refer Documents
Summary
Construction Of New Building Inside The Nfsu Tripura Campus
Description
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Contact
Tender Id
2023_THCB_39431_1Bid Award Id
ViewTender No
02/THCB/PD-II/2023-24Tender Authority
Tripura Housing And Construction Board ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil
2034.49
244749
120.3
Supplying and filling in plinth, under floor, foundations etc. With sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
199.77
177295
887.5
Supplying chemical emulsion in sealed containers including delivery as specified. i) Chlorpyriphos/Lindane emulsifiable concentrate of 20%
209
44328
212.1
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: i) With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
836
79336
94.9
(B) S.H. CONCRETE WORK Providing and Laying in position cement concrete of specified grade excluding the cost of centring and shuttering- A). All work upto plinth level: i) 1:4: 8 (1 cement :4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size).
69.1
542075
7844.8
1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
89.27
720868
8075.6
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
90
72945
810.5
(C) S.H. REINFORCED CEMENT CONCRETE WORK Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement. -All work upto plinth level: i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
402.79
4420459
10974.6
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size )
212.67
2507724
11791.9
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
613.17
7422238
12104.7
Reinforced 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 (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
7.29
86818
11909.3
Centering shuttering including struttings, propping etc. and removal of form work for: (i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
215.04
57824
268.9
ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
46.2
17094
370
iii) Suspended floors, roofs, landings, balconies and access platform with wooden plank.
71.25
33081
464.3
iv)Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
2692.37
1451187
539
v) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
433.77
137808
317.7
vi) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
223.37
86042
385.2
vii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
1013.54
489539
483
viii) Stairs (excluding landings) except spiral-staircases with wooden plank
88.05
42070
477.8
ix) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
48.6
17209
354.1
x) Edges of slabs and breaks in floors and walls above 20 cm. wide
277.4
33288
120
xi) Weather shade, Chajjas, corbels etc., including edges.
31.32
13082
417.7
Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement : 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffits (i) 40 mm thick
9.72
9875
1016
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complet upto plinth level. (i) Thermo-Mechanically Treated bars of grade Fe-500D or more.
79857.8
6244879
78.2
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (i) Thermo-Mechanically Treated bars of grade Fe-500D or more.
193271.4
15113823
78.2
Providing and fixing Galvanized chicken mesh (24 guage, 12 mm size) properly stretched and nailed ensuring equal thickness of plaster at junction of masonry work and concrete members.
199.2
19123
96
Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints.
82.4
46803
568
Providing and fixing sheet covering over expansion joints with iron screws as per design to match the colour /shade of wall treatment. i)Aluminium fluted strips 3.15mm thick : 200 mm wide
72.4
41782
577.1
(D) S.H. BRICK WORK First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:6 ( 1 cement : 6 fine sand )
109.77
946667
8624.1
First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- (i) In cement mortar 1:6 ( 1 cement : 6 fine sand ).
220.76
2176627
9859.7
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete: (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
9
10691
1187.9
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
2667.04
3635442
1363.1
(E) WOOD & PVC WORK Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : (i) Local Teak Wood
0.07
6140
87719.7
Providing and fixing 25 mm thick shutters for cupboards etc. including ISl marked black enamelled M.S. butt hinges with necessary screws : (a) Panelled or panelled and glazed shutters. (i) Gamair Wood
94.5
222462
2354.1
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veeners on both faces of shutters. i)35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
97.44
174086
1786.6
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. (i) Fixed to openings /wooden frames with rawl plugs screws etc.
1252.8
158353
126.4
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
47
5245
111.6
Providing and fixing chromium plated brass handles with necessary screws etc. complete: (i) 125 mm
180
49068
272.6
ii) 75 mm
60
11664
194.4
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : (i) 300x10 mm
50
6410
128.2
ii) 100x10 mm
40
2660
66.5
Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete (i) 300×16 mm
40
8000
200
Providing and fixing ISI marked 85 x 42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete.
40
3944
98.6
Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws.
273.2
128076
468.8
Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter).
97.44
301518
3094.4
(F) STEEL WORK Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
16.8
98044
5836
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. i) Fixing with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 river sand : 6 graded stone aggregate 20 mm nominal size)
1467.2
146133
99.6
Providing 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.
100
14620
146.2
Steel 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.
1)Hot finished welded type tubes
3897.35
478984
122.9
Providing corrugated G.S. sheet roofing includingvertical/curved surface fixed with polymer coated Jor L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat
of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.i)0.63mm thick with zinc coating not less than 275gm/m2
134
115226
859.9
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. (i) 0.63mm thick with zinc coating not less than 275gm/m2
27
15295
566.5
Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn,55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70,colour coated with high quality Polyester coating, topcoated 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 whiletransportation 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 EPDMwashers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfacesexcluding the cost of purlins, rafters and trusses andincluding cutting to size and shape wherever required.(I)0.60mm thickness
54
54237
1004.4
Providing 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.).
1440
767088
532.7
(G) S.H. FLOORING WORK 80mm thick factory made c.c. interlocking paver block of M-35 Grade Providing 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 interlocking 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, driveways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer- in- charge. (a) 80mm thick c.c. paver block of M-35 Grade with approved colour, design & pattern.
857.7
1178222
1373.7
Providing and fixing Marble stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with of matching shade including rubbing and polishing complete A) 14 mm thick Marble stone i) Raj Nagar plain marble
536.49
1002377
1868.4
Providing and fixing Kota stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishing complete. (i) Kota stone slab 25mm thick
169.6
263202
1551.9
Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) 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 cementmortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
324.96
257368
792
Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1 cement : 3 fine sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete including rubbing, curing etc. complete at all levels as required:-A)8 mm thick (i)Granite of any colour and shade duly approved.
72
173592
2411
Providing and laying Vitrified tiles in different sizes(thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622 -2017, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cementmortar 1:3 (1 cement: 3 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointwith white cement & matching pigments etc. complete.
A) Soluble Salt Stainfree vitrified tiles
i)Size of tile 60x60 cm
832
798304
959.5
(H) S.H. FINISHING WORK 12 mm cement plaster of mix i) In cement mortar 1 : 6 ( 1 cement : 6 fine sand )
820.69
130982
159.6
15 mm cement plaster on the rough side of single or half brick wall of mix. (i) In cement mortar 1 : 6 ( 1 cement : 6 fine sand )
2831.93
524756
185.3
6 mm cement plaster of mix. i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
4178.17
603745
144.5
12 mm cement plaster of mix i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
392.8
68661
174.8
Neat cement punning.
392.8
17715
45.1
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
4873.63
581911
119.4
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
3445.62
253597
73.6
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
6064.75
765371
126.2
Applying priming coat with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. (i) With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
383.88
14549
37.9
ii) With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre.
118.59
4458
37.6
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: i) Two or more coats on new work
519.27
42995
82.8
(I) ALUMINIUM WORK & STRUCTURAL GLAZING Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) : (A) For fixed portion of approved quality:- (i) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
770.35
308294
400.2
B) For shutters/ sliding 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 ):- (i) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
939.45
443044
471.6
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and
all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of aluminium composite panel material of approved thickness and specification. The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved
colour and shade on face # 1 and polymer (Service) coatingon face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rodsetc.(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 areaon the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shallbe measured in sqm. up to two decimal places." 16.25.1 Aluminium Composite Panels of 4mm total thickness with Top coil – 0.50mm AA3003 / AA3105 / AA5005 Grade manufactured as per IS-737 1986, FR Grade Class B1 with3mm 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 – 0.50mmAA3003 / 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.
43.2
185742
4299.6
Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. “(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)“For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.“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 areaon the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shallbe measured in sqm. up to two decimal places." (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35%, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25 - 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technicalsanctioning authority as per the site requirement
115.2
502571
4362.6
Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition frames 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.) (i) With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
187.89
198825
1058.2
(J) S.H. WATER PROOFING WORK Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with : (i) Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
42.03
443588
10554.1
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound, as directed by Engineer-in-Charge and consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (a) 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.
65
21781
335.1
(K) S.H. SANITARY INSTALLATION Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : (i) White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
10
46349
4634.9
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : (i) W.C. pan with ISI marked white solid plastic seat and lid
10
43983
4398.3
Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe
10
23662
2366.2
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : (i) White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
10
30706
3070.6
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
10
12527
1252.7
Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : ( i) Size 600x450x200mm
10
41555
4155.5
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (A) Semi rigid pipe (i) 32 mm dia
20
1740
87
Providing and fixing 100 mm sand cast Iron grating for gully trap.
30
1983
66.1
Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
5
4170
834.1
Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
5
2425
485
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved 450mm long towel rail with total length of 495mm, 78mm wide and effective height quality and colour. (i) 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms.
5
2622
524.5
Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent 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: (i) Single socketed pipe - 75 mm OD
28.7
4543
158.3
ii) Single socketed pipe - 110 mm OD
355
95317
268.5
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, 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: (A) Coupler (i) 75 mm
10
723
72.3
(ii) 110 mm
10
1236
123.6
B) Single equal tee with door (i) 75x75x75 mm
5
744
148.8
ii) 110x110x110 mm
10
2312
231.2
C) Bend 87.5° (i) 75 mm
5
388
77.6
ii) 110 mm
20
2818
140.9
D) Plain shoe (i) 110 mm
15
1770
118
E) Double equal junction of required degree with door (i) 75x75x75x75 mm
4
677
169.3
ii) 110x110x110x110 mm
15
3699
246.6
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water, soil, waste & vent 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. (i) 75 mm
20
3756
187.8
ii) 110mm
50
9525
190.5
Providing and fixing to the inlet mouth of rain water, soil, waste & vent pipes pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. (i) 100 mm
10
972
97.2
(L) S.H. WATER SUPPLY Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(i) 15 mm nominal bore.
30
18873
629.1
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (i) 15 mm nominal bore.
20
9742
487.1
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): (i) 25 mm nominal bore
15
7683
512.2
ii) 32 mm nominal bore
2
1197
598.5
iii) 40 mm nominal bore
2
1391
695.9
Providing and fixing G.I pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including making good the walls/floor etc. concealed pipe including painting two coats or more with anticorrosive bitumastic paint, cutting chases and making good the same complete as per CPWD specification and direction of the Engineer - in - charge. (i) 15 mm dia nominal bore
50
21075
421.5
ii) 20 mm dia nominal bore
60
29052
484.2
Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge. External work (i) 25 mm dia. nominal bore
150
51795
345.3
ii) 32 mm dia. nominal bore
15
6213
414.2
iii) 40 mm dia. nominal bore
70
33096
472.8
Providing and fixing brass stop cock of approved quality : (i) 15 mm nominal bore
10
2992
299.2
ii) 20 mm nominal bore
10
4106
410.6
Providing and fixing uplasticised PVC connection pipe with brass unions : (A) 45 cm length (i) 15 mm nominal bore
50
4805
96.1
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: (i) 100 mm diameter
5
556
111.3
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
5000
50000
10
(M) S.H. SEWAGE AND DRAINAGE Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : (i) Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
10
84928
8492.8
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with well burnt 2nd class bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
2
121399
60699.8
(N) Small bore deep tube well Drilling and boring pilot hole in any soil strata by mini drilling rig, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for bentonite, water etc. as required to maintain the pilot hole properly as per specification ( IS : 2800(part-I)) and direction of the Engineer - in - charge. (A) with contractor's mini rig
(i)150 mm dia
100
104140
1041.4
Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means disposal of excess sail or mud, including the cost for water etc. as required to maintain the bore hole properly as per direction of the Engineer-In-Charge
i) From 100 mm dia pilot hole to 250 mm bore hole.
100
41280
412.8
Washing of enlarged bore hole of 350 - 550 mm dia in any soil strata by mini drilling rig, disposal of excess soil or mud,including the cost for bentonite, water etc. as required to maintain the bore hole properly, including lifting of drill pipes
as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in - charge.
i) with contractor's mini rig
100
8590
85.9
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by mini drilling rig as per specification and direction of the Engineer - in - charge. I)with contractor's mini rig
A) UPVC 'CM' casing pipes
i) 100 mm dia
30
15693
523.1
ii) 150 mm dia
30
33894
1129.8
B) UPVC 'RS' pipes
i) 100 mm dia
30
22908
763.6
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. (i) 100 mm dia
1
449
449.5
Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. (i) 150mm x 100 mm
1
869
869.1
Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) using deep drilling rig and direction of the Engineer - in - charge. (A)with contractor's high power rig
i) with pea gravels obtained from Golaghat, Assam
3.5
44070
12591.6
Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge.
76.25
2706
35.5
Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in -charge.(A.) Internal work - Exposed on wall ( i)40 mm dia. nominal bore
30
15336
511.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. I) 40 mm dia
2
602
301.2
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