Uttar Pradesh Projects Corporation Limited Tender
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Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date27 Jan 2024
Closing DateCancelled
Tender Amount₹ 17,40,59,000
Costs
EMD
₹ 34,81,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPPRC_886176_1Tender No
60/GM-3/UPPCL/2023-24/DATED 23.01.2024Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation in foundatin in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 meter (5fts) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer - in - charge upto a distance of 30 m (100 fts) from the foundation trenches.(Excluding Royalty)
2800.23
319226
114
Add to items 251-253 for every addaional 30 m lead or part of 30 m.or for for every additional 1.50 m.lift or part of 1.50 m.
700.06
10640
15.2
Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work and including watering,dressing etc. Rate to include cost of all materials, labour and T& P etc. required for proper completion of the work.(excluding Royality)
700.06
578598
826.5
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
841.06
176150
209.44
Providing and injecting chemical emulsion for Preconstructional antitermite treatment and creating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the extrnal perimer of binding expansion joints, sorroundings of pipes and conduit etc complete (plinth area of the building at ground floor only shall be measured as per IS 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthechlor or chlordance will be used. The rate of applications of chemical emulsion shall be as Follows:- (1) Treatment for Masonary & foundation 5 litter per sqm. (2) Backfill in the immdiate contact with the foundation 7.5 litter per sqm.
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(3) Treatment of top surface of plinth fillinf 5.0 litres/Sqm. (4) Treatment of soil along External Perimeter of Building 7.5 litres/Sqm. (5) Treatment of soil under apron Along external Perimeter 5.0 litres/Sqm
2549.23
460136
180.5
Concrete with 4 cm, Gauge brick ballast, fine sand 1.25 finess modulous ad cement in proportion of 12:6:1 in founation and under floor, including supply of all materials, labour and T&P etc. required for proper completion of work.
117.05
404189
3453.25
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
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All Work upto Plinth
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-
Concrete of M25 grade with minimum cement content of 330 kg /cum
1384.95
9134466
6595.54
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
144093.21
10653675
73.94
Centering and shuttering including strutting, propping etc. and removal of form for
964.67
244999
253.97
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
22.81
12596
552.19
Lintels, beams, plinth beams, girders, bressumers and cantilevers
1022.66
513089
501.72
Columns, Pillars, Piers, Abutments, Posts and Struts
572.21
379533
663.28
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
561.6
4668721
8313.31
Centering and shuttering including strutting, propping etc. and removal of form for
1370.84
866631
632.19
Lintels, beams, plinth beams, girders, bressumers and cantilevers
1170.47
656751
561.1
Columns, Pillars, Piers, Abutments, Posts and Struts
1274.51
845359
663.28
Stairs, (excluding landings) except spiral-staircases
231.64
125654
542.46
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
71282.17
5270318
73.94
M 150 Class Brick work in 1:6 Cement and Course sand mortar in foundation and plinth including supply of all materials, labour and T&P etc.required for proper completion of the work
4.56
18874
4137.25
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
293.51
1693001
5768.22
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
1507.49
314607
208.7
12 mm thick plaster with cement mortar in proportion of 1:3 cement and fine sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials, labours and T&P etc. required for proper completion of work. (Including racking & washing Surface)
1447.95
174694
120.65
15 mm cement plaster on the rough side of single or half brick wall of mix :
716.11
191528
267.46
20 mm cement plaster of mix :
1058.23
350971
331.66
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture , over the plasterd wall surface to prepare the surface even and smooth complete.
2955.44
301874
102.14
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
2955.44
238867
80.82
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of
cement slurry using 2.75 kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge.
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(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
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-
With average thickness of 120 mm and minimum
thickness at khurra as 65 mm.
74.84
94003
1256.01
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, 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 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
1.33
3894
2921.86
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average
6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
796.59
1316321
1652.45
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
152.48
269405
1766.88
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average
6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
88.77
112548
1267.93
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
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Size of Tile 600x600 mm
1.52
2102
1382.36
Green room
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-
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
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Size of Tile 800x800 mm
949.06
160572
169.19
Size of Tile 600x600 mm
88.77
18935
213.31
Providing and fixing 18 mm thick gang saw cut, 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 cement mortar 1:4 (1 cement : 4 coarse sand), 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.
118.72
433282
3649.68
Extra 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.
17.78
11847
666.5
Providing and laying flamed finish 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 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
1763.48
3766690
2135.94
Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
4.94
1700
344.4
Total qty of granite
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-
-
Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
31.86
81604
2561.17
Court ground wall
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-
-
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
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-
-
White sand stone - Exposed face machine cut and table rubbed with rough backing.
106.65
591577
5546.91
Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part there of.
106.65
12388
116.16
At Court
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-
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
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-
Fixed to openings /wooden frames with rawl plugs screws etc.
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-
-
window and ventilation grill work
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-
-
MS Grills @ 28kg/Sqm
1912.83
311880
163.05
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 the 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 drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
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-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost
of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
-
-
-
Powder coated aluminium (minimum thickness of powder coating 50 micron)
754.25
351332
465.8
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
75.43
82455
1093.21
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
174.99
12302
70.31
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
-
-
-
Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
33.89
27155
801.26
Providing and fixing ISI marked flush door shutters conforming to IS: 2202(PartI) 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 veneers on both faces of shutters using following hinges.
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-
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30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
35.08
54440
1552.08
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
56.41
93771
1662.43
Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :
70.15
95219
1357.33
Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
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1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.
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3. On drying of sealer coat, wet rubbing with emery cloth of fine rgrading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.
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4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.)
70.15
66913
953.83
Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
112.81
71081
630.09
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
182.96
60568
331.04
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
30.61
18677
610.13
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
30.61
25894
845.88
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
43.45
3927
90.39
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
43.45
8324
191.58
Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.
13.83
9778
707.28
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, i/c 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
133.31
67314
504.94
Railing's @7.5 kg/Meter
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-
-
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.
570.58
72890
127.75
Railing's @30 kg/sqm
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-
-
Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :
82.36
8928
108.41
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.
7484.61
956151
127.75
Designing, 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:
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(a) 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 various thicknesses, aluminium cleats, sleeves and splice plates etc.gaskets, screws, toggles, nuts, bolts, clamps etc., structuraland weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for watertightness, pressure equalisation & drainage and protection against fire hazard including:
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-
(b) 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 and washers etc. of stainless steel grade 316, of the required
capacity and in required numbers.
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-
-
(c) 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 approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
(d) 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.
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(e) 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 gutter profiles 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 drawings 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 and as directed by the Engineer- in-Charge.
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Note:- 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, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.
Note:-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. Cost of 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 NABL accredited lab or any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/IEC 17025
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-
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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 design 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
192.56
494115
2566
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.25.2)
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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.
(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 technical sanctioning authority as per the site requirement.
192.56
536383
2785.49
Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400mm and length of 595 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting
aluminium framework(Alloy 6063 T5/T6) consisting of vertical 'T' (for intermediates)/ 'L'(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing of 600mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-clamps of size 56x25x2mm thickness of length 150mm at junction of tiles and of length 75mm at
wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm
at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8 expansion anchor fasteners 75mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation.
The brackets shall be of length 175mm at junction of two vertical aluminium profiles and of length 100mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25mm with EPDM washers. EPDM gaskets to
be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive. The
vertical joint open groove between two adjacent tiles shall be 5mm.
The tiles and system shall be designed to resist wind load as per IS
875 (Part 3) according to different zones. The tiles shall be installed
using the ventilated rain screen principle with provision for natural
ventilation of the space between the façade tiles and the structural
wall. The work shall be carried out as per specification, drawing and
as per direction of the Engineer-in-Charge. Note : Scaffolding wherever
required to be paid separately
954.64
4159467
4357.12
Providing and Fixing Automatic Sliding door operator, compliant with European standards and produced according to the guidelines for power-operated windows, doors and gates, BGR 232, the UVV and the VDE regulations. TÜV design tested for durability of 1 Million Cycles, tested according to the low voltage guidelines, fulfils DIN 18650 standards, for frameless glass door application modular design including internal cover and with 12mm toughened glass for 2 No. sliding door panel and 2 Nos fixed panels .Operator & Frame Finish should be Silver Anodized E6/C0, with operator dimensions (H x D) : 100 x 180 mm and of length as required to suit the opening size given below. Operators shall be with Self balancing Panel suspension system and with Anti-Jump fitting. The track profile should be separate from the main profile for enabling reduction in vibration insulation, With backplate for easy Installation. Microprocessor-controlled
-
-
-
control unit, Self-learning, with adjustable parameters for opening and closing speed, hold-open time and opening and closing force, reversing when obstruction is encountered, with SMPS, Class of protection IP 20. Activators- Combination Radars System (02 Nos) on Inside & Outside, Light barriers comprising receiver and transmitter -01 pair with, 5 position program switch with Knob. Operator's Max Panle Weight Carrying Capacity of 1 X 120 Kgs/ 2 X 100 Kgs. The system shall have constant power supply 230V+ 5%, 50Hz, AC.The rates are inclusive of all lead & lifts and All necessaries to complete the item in good condition, nothing shall be paid extra separately unless specified.
11.85
445200
37569.65
Providing and fixing 12 mm thick toughened glass including all connectors and fixing accessories all complete for partitions, cubicals etc. As per direction of Engineer-in-Charge.
240.87
457654
1900
Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc for fixing required door fittings, all complete as per direction of Engineer-in-Charge (Door handle, lock and stopper etc.to be paid separately).
44.32
208746
4710.1
Providing and fixing tuffed 1/10” loop pile (carpet tile / Carpet). EN (Euorpean Standard) size 50cm x 50cm /roll Size of total thickness 5.5 mm and above with total mass of 4100g/m2approx and with polyester fleece primary backing with standard dimensional stability with impact sound / noise reduction and recommended for high traffic acoustical area.
470.6
1445386
3071.35
Providing & laying GVT (Group 50) IS 15622:2006 vitrified tile 10-11mm thick premium or first quality ( Glossy finish on wall) of approved make and color and of size 600x600 mm with water absorption less than 0.3-0.6% laid with cement based high polymer modified quick set tile adhesive (water based) , in average 6 mm thickness, including grouting of joints,including leveling and finishing & using approved quantity and cleaning the surface etc all complete.As per architectural drawings and as approved by Engineer in Charge. The rates are inclusive of all lead & lifts and All necessaries to complete the item in good condition, nothing shall be paid extra separately unless specified.
259.4
409561
1578.9
Providing, supplying & fixing of Jali made out of clay having size of 200x200x60 mm thick on ms/wall panel (cost of ms fabrication excluded) with cement based high polymer modified quick set tile adhesive (water based) , in average 6mm thickness. including grouting of joints,with 8mm spacer ,leveling finishing cleaning the surface etc all complete.As per architectural drawings and as approved by Engineer in Charge. The rates are inclusive of all items including scaffolding, leads & lift and necessary to complete, the item in good condition, nothing shall be paid extra separately unless specified.
91.91
492551
5358.95
TEXTURE PAINT: Providing and applying Exteriior Texture paint of super perkifine quality, it shall be applied after preparing the surface to the satisfaction of the Engineer in charge to get the proper finish. The paint shall be applied using texture roller and using necessary tools (Denim brush, Butter paper) to get a uniform roller texture finish and pattern suggested if any with two coats of plastic emulsion paint as specified by the Consultant & Engineer in charge. The rates are inclusive of all items including leads & lift and necessary to complete, the item in good condition nothing shall be paid extra separately unless specified.
1058.23
746948
705.85
Providing and Installation of acoustical wall panelling and Ceiling fabric finish hardened square edge, FR grade fabric (colour as approved by Egnineer in charge) wrapped soft fibre core (glass fibre) panel having metal framing, of size 600x2100x25mm having density 100-120Kgs/ m3, weight 3.0kg/m2 NRC up to 0.9 installed by using impaling clip. Impaling clips are attached directly to the wall/frame work with the points extending outward. Then panels shall positioned and pressed into place.
971.46
5537339
5700
Providing & fixing (S.S Railing with glass,) – Side mounted, supply and installation of SS 304 grade 900mm high railing made of SS 304 grade handrail pipe of 50mm OD and 1.6mm thickness polish with automatic round polishing machine to get a uniform hairline finish K240 mounted with help of adjustable solid neck support on balustrade of approved design at 900mm centre to centre, (or actual division as per site conditions), fitted with four Nos, solid glass connectors for holding the infill glass of 12mm, thick toughened and laminated, glass connector to be fuitted with balustrade with the help of s.s screw overall mounted on s.s 304 grade solid base plate 100mm x 8mm with the help of dash fastners (HILTI/FISCHER make)
18.64
86876
4659.75
Providing & Fixing 6 mm thick decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish (Greenlam, Marino, Century or equivalent as per approved ISI make ) on MS fabricationr with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S Hpl consider to be one of the most durable sheet , made of orignal plastic laminate with saturating multiple layers of craft paper with phenolic resine including cost of adhesive of approved quality.
53.33
223253
4186.65
Providing and fixing of ISI marked stainless steel 304 grade door lock of brass finsh of 10-12 mm size with necessary screws complete.As per architectural drawings as approved by consultant /Engineer in Charge. The rates are inclusive of all items including leads & lift and necessary to complete, the item in good condition nothing shall be paid extra separately unless specified.
22.71
17261
760
Providing and fixing of ISI marked stainless steel handles with necessary screws etc. complete :As per architectural drawings as approved by consultant /Engineer in Charge. The rates are inclusive of all items including leads & lift and necessary to complete, the item in good condition nothing shall be paid extra separately unless specified.
22.71
36142
1591.25
Providing and fixing, Glass Fibre Reinforced Concrete (G.F.R.C) Architectural elements i.e Columns, Brackets &
Mouldings casted with 'Spray Mix' concrete design in approved size, pattern, shade & wall thickness between 15 – 20 mm & outer periphery between 40 – 50mm. The Elements should be made from ‘43 grade’ Ordinary Portland Cement manufactured by M/s JK Cement, Birla or equivalent. White Quartz fine graded sieve Silica Sand, Alkali Resistant Glass Fiber manufactured by N.E.G Japan or Owens Corning or equivalent, Super Plasticizers manufactured by Karochem ‘or equivalent, Polymers manufactured by Nova Polychem or equivalent and U.V resistant Synthetic inorganic pigments manufactured by M/s Phenochem or equivalent should be used for pigmentation. The casting of all elements shall take place
with layering methodology using- Direct Power Spray machines. The GRC Elements flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.R should be above or equivalent to 12 N/mm2 for tests done on 28 days cured samples.
-
-
-
The fixing of Elements should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work or Red Oxide Primer -paint or Epoxy primer -paint treated mild steel. The fixing of Panels should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work MS Framework. MS Galvanized CLAMPS & PINS also if required fasteners to be used of Steel Grip/ HP/ Wurth/ Hilti/ Fischer/ Klimas or equivalent. All cast in socket to be Epoxy Primer Coated. ELECTRODES to be used of Advani, Mangalam, Esab or Victor brand or equivalent. If there will be a requirement of Joint filling, then Elastomeric exterior grade paintable PU Sealant will be used. For final finishing of Panel one weather shield exterior grade water based diluted paint coat will be done if required. Vendors shall submit shop drawings of the same, the drawings to be duly approved by the Engineer in charge at site. For final finishing of Element one weather shield exterior grade water based diluted paint coat will be done if required. Vendors shall submit shop drawings of the same, the drawings to be duly approved by the Engineer in charge at site.
-
-
-
Providing and fixing Spray mix Glass Reinforced Concrete (G.R.C) Panel
538.82
3603628
6688
Providing and fixing, Glass Fibre Reinforced Concrete (G.F.R.C) Architectural elements i.e Columns, Brackets &
Mouldings casted with 'Spray Mix' concrete design in approved size, pattern, shade & wall thickness between 15 – 20 mm & outer periphery between 40 – 50mm. The Elements should be made from ‘43 grade’ Ordinary Portland Cement manufactured by M/s JK Cement, Birla or equivalent. White Quartz fine graded sieve Silica Sand, Alkali Resistant Glass Fiber manufactured by N.E.G Japan or Owens Corning or equivalent, Super Plasticizers manufactured by Karochem ‘or equivalent, Polymers manufactured by Nova Polychem or equivalent and U.V resistant Synthetic inorganic pigments manufactured by M/s Phenochem or equivalent should be used for pigmentation. The casting of all elements shall take place
with layering methodology using- Direct Power Spray machines. The GRC Elements flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.R should be above or equivalent to 12 N/mm2 for tests done on 28 days cured samples.
-
-
-
The fixing of Elements should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work or Red Oxide Primer -paint or Epoxy primer -paint treated mild steel. The fixing of Panels should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work MS Framework. MS Galvanized CLAMPS & PINS also if required fasteners to be used of Steel Grip/ HP/ Wurth/ Hilti/ Fischer/ Klimas or equivalent. All cast in socket to be Epoxy Primer Coated. ELECTRODES to be used of Advani, Mangalam, Esab or Victor brand or equivalent. If there will be a requirement of Joint filling, then Elastomeric exterior grade paintable PU Sealant will be used. For final finishing of Panel one weather shield exterior grade water based diluted paint coat will be done if required. Vendors shall submit shop drawings of the same, the drawings to be duly approved by the Engineer in charge at site. For final finishing of Element one weather shield exterior grade water based diluted paint coat will be done if required. Vendors shall submit shop drawings of the same, the drawings to be duly approved by the Engineer in charge at site.
-
-
-
Providing and fixing 'Unistone', make Spray mix Glass Reinforced Concrete (G.R.C) Brackets Type – B1 Dimension: 200mm x 600mm x Depth: 600mm
47.4
294045
6203.5
Museum (FF)
-
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
545.15
4531983
8313.31
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Suspended floors, roofs, landings, balconies and access platform
1353.93
855943
632.19
Lintels, beams, plinth beams, girders, bressumers and cantilevers
1075.77
603615
561.1
Columns, Pillars, Piers, Abutments, Posts and Struts
887.9
588930
663.28
Stairs, (excluding landings) except spiral-staircases
88.88
48211
542.46
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
71482.52
5285131
73.94
As in item 303 & 304 above but in super structure, including necessary cutting and moulding of bricks as required and including honey comb brick work, thickness of wall not to be less than 1.5 brick thick. Add for extra labour to above items.
8.14
35653
4379.5
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
314.45
1813817
5768.22
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
1353.93
282560
208.7
12 mm thick plaster with cement mortar in proportion of 1:3 cement and fine sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials, labours and T&P etc. required for proper completion of work. (Including racking & washing Surface)
-
-
-
As in item 582 above but with cement and fine sand of 1.25 F.M. mortar in 1:4
2866.01
345784
120.65
15 mm cement plaster on the rough side of single or half brick wall of mix :
640.16
171215
267.46
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
154.35
51190
331.66
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture , over the plasterd wall surface to prepare the surface even and smooth complete.
4860.1
496420
102.14
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
4860.1
392808
80.82
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of
cement slurry using 2.75 kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge.
-
-
-
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
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-
-
With average thickness of 120 mm and minimum
thickness at khurra as 65 mm.
62.85
78933
1256.01
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, 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 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
1.33
3894
2921.86
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average
6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 800x800 mm
187.47
309780
1652.45
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
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-
-
Size of Tile 800x800 mm
24.91
44004
1766.88
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average
6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 600x600 mm
95.24
120750
1267.93
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 600x600 mm
4.29
5924
1382.36
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
-
-
-
Size of Tile 800x800 mm
212.37
35931
169.19
Size of Tile 600x600 mm
95.24
20314
213.31
Providing and fixing 18 mm thick gang saw cut, 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 cement mortar 1:4 (1 cement : 4 coarse sand), 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.
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-
-
Granite stone slab colour black, Cherry/Ruby red
101.98
372205
3649.68
Extra 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.
11.85
7898
666.5
Providing and laying flamed finish 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 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
-
-
-
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
377.81
806976
2135.94
25 mm wooden planking, tongued and grooved in flooring, including fixing
with iron screws complete with :
196.22
677708
3453.89
Applying stamping finish to the top surface of freshly laid plain/
reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineerin-Charge. The process shall include the following:-
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-
-
• The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting.
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-
-
After stamping, the curing shall be done as per manufactures
specifications. After initial curing the imprinted joints shall be
grouted using cement slurry mixed with color hardener as per
the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.
The construction joints shall be provided by groove cutting of
size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)
-
-
-
Exhisbition area
497.9
262883
527.99
Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
-
-
-
Total qty of granite
4.94
1700
344.4
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
-
-
-
Fixed to openings /wooden frames with rawl plugs screws etc.
-
-
-
MS Grills @ 28kg/Sqm
2584.72
421431
163.05
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 the 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 drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost
of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
-
-
-
Powder coated aluminium (minimum thickness of powder coating 50 micron)
-
-
-
@10 kg/sqm
923.12
429988
465.8
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
With float glass panes of 5 mm thickness
92.31
100916
1093.21
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
-
-
-
Upto 5mm depth and 5 mm width
211.52
14871
70.31
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
-
-
-
Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
44.38
35558
801.26
Providing and fixing ISI marked flush door shutters conforming to IS: 2202(PartI) 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 veneers on both faces of shutters using following hinges.
-
-
-
30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
23.46
36416
1552.08
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
30.34
50431
1662.43
Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :
-
-
-
Decorative veneer facings of approved manufacture
46.93
63693
1357.33
Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
-
-
-
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.
-
-
-
3. On drying of sealer coat, wet rubbing with emery cloth of fine rgrading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.
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-
-
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.)
46.93
44759
953.83
Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
-
-
-
1.0 mm thick
60.67
38228
630.09
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
53.8
17809
331.04
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
18.76
11447
610.13
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
18.76
15871
845.88
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
24.69
2231
90.39
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
24.69
4729
191.58
Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.
12.84
9080
707.28
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, i/c 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
-
-
-
Railing's @7.5 kg/Meter
819.13
413607
504.94
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.
-
-
-
Hot finished welded type tubes
-
-
-
Railing's @30 kg/sqm
149.31
19074
127.75
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work
21.45
2325
108.41
Designing, 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:
-
-
-
(a) 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 various thicknesses, aluminium cleats, sleeves and splice plates etc.gaskets, screws, toggles, nuts, bolts, clamps etc., structuraland weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for watertightness, pressure equalisation & drainage and protection against fire hazard including:
-
-
-
(b) 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 and washers etc. of stainless steel grade 316, of the required
capacity and in required numbers.
-
-
-
(c) 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 approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
(d) 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.
-
-
-
(e) 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 gutter profiles 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 drawings 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 and as directed by the Engineer- in-Charge.
-
-
-
Note:- 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, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.
Note:-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. Cost of 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 NABL accredited lab or any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/IEC 17025
-
-
-
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 design 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
122.45
314206
2566
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.25.2)
-
-
-
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.
(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 technical sanctioning authority as per the site requirement.
122.45
341083
2785.49
Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400mm and length of 595 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting
aluminium framework(Alloy 6063 T5/T6) consisting of vertical 'T' (for intermediates)/ 'L'(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing of 600mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-clamps of size 56x25x2mm thickness of length 150mm at junction of tiles and of length 75mm at
wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm
at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8 expansion anchor fasteners 75mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation.
The brackets shall be of length 175mm at junction of two vertical aluminium profiles and of length 100mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25mm with EPDM washers. EPDM gaskets to
be fixed in between brackets and vertical profiles.
-
-
-
The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive. The
vertical joint open groove between two adjacent tiles shall be 5mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with provision for natural ventilation of the space between the façade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge. Note : Scaffolding wherever required to be paid separately
-
-
-
With 16mm thickness (+/- 10%) terracotta tiles of other than grey colors
1046.18
4558322
4357.12
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
Note: - This item to be used for maintenance work judicially,
necessary deduction for scaffolding in the existing item to be done.
3846.31
904056
235.05
Providing & laying GVT (Group 50) IS 15622:2006 vitrified tile 10-11mm thick premium or first quality ( Glossy finish on wall) of approved make and color and of size 600x600 mm with water absorption less than 0.3-0.6% laid with cement based high polymer modified quick set tile adhesive (water based) , in average 6 mm thickness, including grouting of joints,including leveling and finishing & using approved quantity and cleaning the surface etc all complete.As per architectural drawings and as approved by Engineer in Charge. The rates are inclusive of all lead & lifts and All necessaries to complete the item in good condition, nothing shall be paid extra separately unless specified.
199.67
315263
1578.9
Providing & fixing (S.S Railing with glass,) – Side mounted, supply and installation of SS 304 grade 900mm high railing made of SS 304 grade handrail pipe of 50mm OD and 1.6mm thickness polish with automatic round polishing machine to get a uniform hairline finish K240 mounted with help of adjustable solid neck support on balustrade of approved design at 900mm centre to centre, (or actual division as per site conditions), fitted with four Nos, solid glass connectors for holding the infill glass of 12mm, thick toughened and laminated, glass connector to be fuitted with balustrade with the help of s.s screw overall mounted on s.s 304 grade solid base plate 100mm x 8mm with the help of dash fastners (HILTI/FISCHER make)
18.64
86876
4659.75
Providing, supplying & fixing of Jali made out of clay having size of 200x200x60 mm thick on ms/wall panel (cost of ms fabrication excluded) with cement based high polymer modified quick set tile adhesive (water based) , in average 6mm thickness. including grouting of joints,with 8mm spacer ,leveling finishing cleaning the surface etc all complete.As per architectural drawings and as approved by Engineer in Charge. The rates are inclusive of all items including scaffolding, leads & lift and necessary to complete, the item in good condition, nothing shall be paid extra separately unless specified.
59.03
316328
5358.95
TEXTURE PAINT: Providing and applying Exteriior Texture paint of super perkifine quality, it shall be applied after preparing the surface to the satisfaction of the Engineer in charge to get the proper finish. The paint shall be applied using texture roller and using necessary tools (Denim brush, Butter paper) to get a uniform roller texture finish and pattern suggested if any with two coats of plastic emulsion paint as specified by the Consultant & Engineer in charge. The rates are inclusive of all items including leads & lift and necessary to complete, the item in good condition nothing shall be paid extra separately unless specified.
97.47
68796
705.85
Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals)
-
-
-
Exhisbition area
497.9
1159803
2329.4
Museum (SF)
-
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
460.41
3827555
8313.31
Centering and shuttering including strutting, propping etc. and removal of form for
1229.79
777461
632.19
Lintels, beams, plinth beams, girders, bressumers and
cantilevers
844.56
473878
561.1
Columns, Pillars, Piers, Abutments, Posts and Struts
797.21
528774
663.28
Stairs, (excluding landings) except spiral-staircases
88.88
48211
542.46
Arches, domes, vaults up to 6 m span
284.51
428512
1506.15
Extra for arches, domes, vaults exceeding 6 m span
284.51
134977
474.42
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
59161.77
4374184
73.94
As in item 303 & 304 above but in super structure, including necessary cutting and moulding of bricks as required and including honey comb brick work, thickness of wall not to be less than 1.5 brick thick. Add for extra labour to above items.
4.56
19979
4379.5
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
341.92
1972287
5768.22
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
1229.79
256652
208.7
12 mm thick plaster with cement mortar in proportion of 1:3 cement and fine sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials, labours and T&P etc. required for proper completion of work. (Including racking & washing Surface)
-
-
-
As in item 582 above but with cement and fine sand of 1.25 F.M. mortar in 1:4
3004.99
362552
120.65
15 mm cement plaster on the rough side of single or half brick wall of mix :
819.26
219116
267.46
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
176.47
58526
331.66
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture , over the plasterd wall surface to prepare the surface even and smooth complete.
4234.78
432549
102.14
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
4234.78
342267
80.82
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of
cement slurry using 2.75 kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge.
-
-
-
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
-
-
-
With average thickness of 120 mm and minimum
thickness at khurra as 65 mm.
62.85
78933
1256.01
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, 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 coarse sand : 4 graded stone aggregate 6
mm nominal size) as per direction of Engineer-in-charge and finished smooth.
1.33
3894
2921.86
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 800x800 mm
70.39
116314
1652.45
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 800x800 mm
20.32
35908
1766.88
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 600x600 mm
83.39
105726
1267.93
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 600x600 mm
2.84
3931
1382.36
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
-
-
-
Size of Tile 800x800 mm
90.71
15347
169.19
Size of Tile 600x600 mm
83.39
17787
213.31
Providing and fixing 18 mm thick gang saw cut, 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 cement mortar 1:4 (1 cement : 4 coarse sand), 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.
102.2
373011
3649.68
Extra 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.
11.85
7898
666.5
Providing and laying flamed finish 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 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
-
-
-
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
196.83
420415
2135.94
25 mm wooden planking, tongued and grooved in flooring, including fixing
with iron screws complete with :
196.22
677708
3453.89
Applying stamping finish to the top surface of freshly laid plain/
reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineerin-Charge. The process shall include the following:-
-
-
-
• The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting.
-
-
-
After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)
793.36
418881
527.99
Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
4.94
1700
344.4
Total qty of granite
-
-
-
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
-
-
-
Fixed to openings /wooden frames with rawl plugs screws etc.
-
-
-
MS Grills @ 28kg/Sqm
2933.11
478235
163.05
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 the 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 drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision
for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings
shall be paid for separately)
-
-
-
Powder coated aluminium (minimum thickness of powder coating 50 micron)
-
-
-
@10 kg/sqm
763.14
355472
465.8
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
With float glass panes of 5 mm thickness
76.31
83427
1093.21
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
177.36
12469
70.31
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
-
-
-
Stainless steel (grade 304) wire gauze of 0.5 mm dia wire
and 1.4 mm aperture on both sides
36.38
29149
801.26
Providing and fixing ISI marked flush door shutters conforming to IS: 2202(PartI) 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 veneers on both faces of shutters using following hinges.
-
-
-
30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
21.33
33105
1552.08
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
21.8
36247
1662.43
Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :
-
-
-
Decorative veneer facings of approved manufacture
42.66
57903
1357.33
Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
-
-
-
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12
hrs.
-
-
-
3. On drying of sealer coat, wet rubbing with emery cloth of fine rgrading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.
-
-
-
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.)
42.66
40690
953.83
Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
43.61
27476
630.09
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
43.13
14279
331.04
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
15.8
9640
610.13
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
9.88
8353
845.88
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
21.73
1963
90.39
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
21.73
4162
191.58
Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.
9.88
6984
707.28
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, i/c 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
819.13
413607
504.94
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.
-
-
-
Railing's @30 kg/sqm
149.31
19074
127.75
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
109.73
11895
108.41
Designing, 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:
-
-
-
(a) 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 various thicknesses, aluminium cleats, sleeves and splice plates etc.gaskets, screws, toggles, nuts, bolts, clamps etc., structuraland weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for watertightness, pressure equalisation & drainage and protection against fire hazard including:
-
-
-
(b) 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 and washers etc. of stainless steel grade 316, of the required
capacity and in required numbers.
-
-
-
(c) 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 approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
(d) 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.
-
-
-
(e) 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 gutter profiles 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 drawings 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 and as directed by the Engineer- in-Charge.
-
-
-
Note:- 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, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.
Note:-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. Cost of 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 NABL accredited lab or any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/IEC 17025
-
-
-
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 design 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
71.99
184723
2566
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.25.2)
-
-
-
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.
(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 technical sanctioning authority as per the site requirement.
71.99
200524
2785.49
Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400mm and length of 595 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting
aluminium framework(Alloy 6063 T5/T6) consisting of vertical 'T' (for intermediates)/ 'L'(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing of 600mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-clamps of size 56x25x2mm thickness of length 150mm at junction of tiles and of length 75mm at
wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm
at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8 expansion anchor fasteners 75mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation.
The brackets shall be of length 175mm at junction of two vertical aluminium profiles and of length 100mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25mm with EPDM washers. EPDM gaskets to
be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive. The
vertical joint open groove between two adjacent tiles shall be 5mm.
The tiles and system shall be designed to resist wind load as per IS
875 (Part 3) according to different zones. The tiles shall be installed
using the ventilated rain screen principle with provision for natural
ventilation of the space between the façade tiles and the structural
wall. The work shall be carried out as per specification, drawing and
as per direction of the Engineer-in-Charge. Note : Scaffolding wherever
required to be paid separately
-
-
-
With 16mm thickness (+/- 10%) terracotta tiles of other than grey colors
806.22
3512778
4357.12
Providing & laying GVT (Group 50) IS 15622:2006 vitrified tile 10-11mm thick premium or Secondquality ( Glossy finish on wall) of approved make and color and of size 600x600 mm with water absorption less than 0.3-0.6% laid with cement based high polymer modified quick set tile adhesive (water based) , in average 6 mm thickness, including grouting of joints,including leveling and finishing & using approved quantity and cleaning the surface etc all complete.As per architectural drawings and as approved by Engineer in Charge. The rates are inclusive of all lead & lifts and All necessaries to complete the item in good condition, nothing shall be paid extra separately unless specified.
199.67
315263
1578.9
Providing & fixing (S.S Railing with glass,) – Side mounted, supply and installation of SS 304 grade 900mm high railing made of SS 304 grade handrail pipe of 50mm OD and 1.6mm thickness polish with automatic round polishing machine to get a uniform hairline finish K240 mounted with help of adjustable solid neck support on balustrade of approved design at 900mm centre to centre, (or actual division as per site conditions), fitted with four Nos, solid glass connectors for holding the infill glass of 12mm, thick toughened and laminated, glass connector to be fuitted with balustrade with the help of s.s screw overall mounted on s.s 304 grade solid base plate 100mm x 8mm with the help of dash fastners (HILTI/FISCHER make)
18.64
86876
4659.75
Providing and fixing ‘UniStone’ or equivalent Glass reinforced concrete (G.R.C) Wall Cladding tiles in approved brick or stone texture, as per pattern and shade selected in thickness between 15-18mm thickness in order to simulate appearance of natural stone or brick. There should be additional tolerance of ± 5mm in accordance with IS: 1237-1980. The brick or stone exterior wall cladding glass fiber reinforced tiles should be made with M-40 Grade concrete mix design having ’43’ grade Portland
cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ Lanxess or equivalent and material casting should take place with high vibration technology in rubber or fiber molds. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proffers agents and others. The fixing of tiles should take place on rough plastered cured substrate of 1:3 (cement: coarse sand) with exterior grade cement polymer modified tile adhesive for high rise elevation or with
cement mortar of 1:1 (cement: Fine Sand) The tiles should be neatly pointed with cement and fine sand ( 1 cement : 3 fine sand) and 6-8 mm grooves should be maintained between each tile, with the help of spacers.
219.25
1569368
7158.06
Providing, supplying & fixing of Jali made out of clay having size of 200x200x60 mm thick on ms/wall panel (cost of ms fabrication excluded) with cement based high polymer modified quick set tile adhesive (water based) , in average 6mm thickness. including grouting of joints,with 8mm spacer ,leveling finishing cleaning the surface etc all complete.As per architectural drawings and as approved by Engineer in Charge. The rates are inclusive of all items including scaffolding, leads & lift and necessary to complete, the item in good condition, nothing shall be paid extra separately unless specified.
70.88
379831
5358.95
Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals)
793.36
1848048
2329.4
TEXTURE PAINT: Providing and applying Exteriior Texture paint of super perkifine quality, it shall be applied after preparing the surface to the satisfaction of the Engineer in charge to get the proper finish. The paint shall be applied using texture roller and using necessary tools (Denim brush, Butter paper) to get a uniform roller texture finish and pattern suggested if any with two coats of plastic emulsion paint as specified by the Consultant & Engineer in charge. The rates are inclusive of all items including leads & lift and necessary to complete, the item in good condition nothing shall be paid extra separately unless specified.
97.47
68796
705.85
Museum (TF)
-
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
458.18
3808983
8313.31
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Suspended floors, roofs, landings, balconies and access platform
953.29
602661
632.19
Lintels, beams, plinth beams, girders, bressumers and cantilevers
791.57
444149
561.1
Columns, Pillars, Piers, Abutments, Posts and Struts
985.23
653484
663.28
Stairs, (excluding landings) except spiral-staircases
88.88
48211
542.46
Arches, domes, vaults up to 6 m span
284.51
428512
1506.15
Extra for arches, domes, vaults exceeding 6 m span
284.51
134977
474.42
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
58292.79
4309935
73.94
As in item 303 & 304 above but in super structure, including necessary cutting and moulding of bricks as required and including honey comb brick work, thickness of wall not to be less than 1.5 brick thick. Add for extra labour to above items.
4.56
19979
4379.5
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
252.45
1456164
5768.22
6 mm cement plaster of mix :
-
-
-
1:3 (1 cement: 3 fine sand)
953.29
198948
208.7
12 mm thick plaster with cement mortar in proportion of 1:3 cement and fine sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials, labours and T&P etc. required for proper completion of work. (Including racking & washing Surface)
2284.35
275607
120.65
15 mm cement plaster on the rough side of single or half brick wall of mix :
907.03
242591
267.46
20 mm cement plaster of mix :
207.87
68942
331.66
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture , over the plasterd wall surface to prepare the surface even and smooth complete.
3237.64
330699
102.14
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
3237.64
261676
80.82
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a Third coat of
cement slurry using 2.75 kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge.
-
-
-
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
-
-
-
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
906.03
1137983
1256.01
Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) 78, solar reflection 0.70 and initial emittance 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner
906.03
1079661
1191.64
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, 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 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
1.33
3894
2921.86
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
16.89
29835
1766.88
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 600x600 mm
20.54
26043
1267.93
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
-
-
-
Size of Tile 600x600 mm
2.84
3931
1382.36
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
-
-
-
Size of Tile 800x800 mm
16.89
2856
169.19
Size of Tile 600x600 mm
20.54
4381
213.31
Providing and fixing 18 mm thick gang saw cut, 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 cement mortar 1:4 (1 cement : 4 coarse sand), 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.
37.33
136235
3649.68
Providing and laying flamed finish 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 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
-
-
-
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
51.15
109259
2135.94
Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
4.94
1700
344.4
25 mm wooden planking, tongued and grooved in flooring, including fixing
with iron screws complete with :
202.51
699436
3453.89
Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineerin-Charge. The process shall include the following:-
-
-
-
• The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting.
-
-
-
After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)
499.93
263957
527.99
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
-
-
-
Fixed to openings /wooden frames with rawl plugs screws etc.
-
-
-
MS Grills @ 28kg/Sqm
1290.7
210445
163.05
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 the 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 drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision
for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings
shall be paid for separately)
-
-
-
Powder coated aluminium (minimum thickness of powder coating 50 micron)
-
-
-
@10 kg/sqm
460.97
214718
465.8
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
46.1
50393
1093.21
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
-
-
-
Upto 5mm depth and 5 mm width
104.87
7373
70.31
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
-
-
-
Stainless steel (grade 304) wire gauze of 0.5 mm dia wire
and 1.4 mm aperture on both sides
23.05
18467
801.26
Providing and fixing ISI marked flush door shutters conforming to IS: 2202(PartI) 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 veneers on both faces of shutters using following hinges.
-
-
-
30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
14.22
22070
1552.08
Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :
-
-
-
Decorative veneer facings of approved manufacture
28.44
38602
1357.33
Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:
-
-
-
1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.
2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12
hrs.
-
-
-
3. On drying of sealer coat, wet rubbing with emery cloth of fine rgrading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.
-
-
-
4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.)
28.44
27126
953.83
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
14.22
4707
331.04
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
3.95
2410
610.13
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
3.95
3341
845.88
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
7.9
714
90.39
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
7.9
1513
191.58
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, i/c 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
482.89
243827
504.94
Railing's @7.5 kg/Meter
-
-
-
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.
-
-
-
Railing's @30 kg/sqm
149.31
19074
127.75
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
Two or more coats on new work
46.1
4997
108.41
Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400mm and length of 595 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting
aluminium framework(Alloy 6063 T5/T6) consisting of vertical 'T' (for intermediates)/ 'L'(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing of 600mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-clamps of size 56x25x2mm thickness of length 150mm at junction of tiles and of length 75mm at
wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm
at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8 expansion anchor fasteners 75mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation.
The brackets shall be of length 175mm at junction of two vertical aluminium profiles and of length 100mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25mm with EPDM washers. EPDM gaskets to
be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive. The
vertical joint open groove between two adjacent tiles shall be 5mm.
The tiles and system shall be designed to resist wind load as per IS
875 (Part 3) according to different zones. The tiles shall be installed
using the ventilated rain screen principle with provision for natural
ventilation of the space between the façade tiles and the structural
wall. The work shall be carried out as per specification, drawing and
as per direction of the Engineer-in-Charge. Note : Scaffolding wherever
required to be paid separately
675.96
2945258
4357.12
Providing, supplying & fixing of Jali made out of clay having size of 200x200x60 mm thick on ms/wall panel (cost of ms fabrication excluded) with cement based high polymer modified quick set tile adhesive (water based) , in average 6mm thickness. including grouting of joints,with 8mm spacer ,leveling finishing cleaning the surface etc all complete.As per architectural drawings and as approved by Engineer in Charge. The rates are inclusive of all items including scaffolding, leads & lift and necessary to complete, the item in good condition, nothing shall be paid extra separately unless specified.
70.88
379831
5358.95
Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals)
499.93
1164541
2329.4
TEXTURE PAINT: Providing and applying Exteriior Texture paint of super perkifine quality, it shall be applied after preparing the surface to the satisfaction of the Engineer in charge to get the proper finish. The paint shall be applied using texture roller and using necessary tools (Denim brush, Butter paper) to get a uniform roller texture finish and pattern suggested if any with two coats of plastic emulsion paint as specified by the Consultant & Engineer in charge. The rates are inclusive of all items including leads & lift and necessary to complete, the item in good condition nothing shall be paid extra separately unless specified.
120.97
85385
705.85
Museum (Terrace/Mumty)
-
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
-
-
-
All works above plinth level upto floor V level
-
-
-
Concrete of M25 grade with minimum cement content of 330 kg /cum
58.48
486187
8313.31
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Suspended floors, roofs, landings, balconies and access
platform
76.04
48070
632.19
Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.
137.93
76166
552.19
Lintels, beams, plinth beams, girders, bressumers and
cantilevers
82.97
46554
561.1
Columns, Pillars, Piers, Abutments, Posts and Struts
68.73
45587
663.28
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
7318.12
541072
73.94
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
39.7
228986
5768.22
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
261.08
54485
208.7
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
198.49
65830
331.66
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture , over the plasterd wall surface to prepare the surface even and smooth complete.
459.56
46940
102.14
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
261.08
21100
80.82
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of
cement slurry using 2.75 kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge.
-
-
-
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
-
-
-
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
791.98
994727
1256.01
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
-
-
-
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.
-
-
-
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 watercuring 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.
145.01
61779
426.05
Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) 78, solar reflection 0.70 and initial emittance 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same
manner
791.98
943748
1191.64
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.
362.61
46323
127.75
@ 40kg/sqm
-
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
68.1
5742
84.33
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
10.27
3991
388.65
Providing and fixing, Glass Fibre Reinforced Concrete (G.F.R.C) Architectural elements i.e Columns, Brackets & Mouldings casted with 'Spray Mix' concrete design in approved size, pattern, shade & wall thickness between 15 – 20 mm & outer periphery between 40 – 50mm. The Elements should be made from ‘43 grade’ Ordinary Portland Cement manufactured by M/s JK Cement, Birla or equivalent. White Quartz fine graded sieve Silica Sand, Alkali Resistant Glass Fiber manufactured by N.E.G Japan or Owens Corning or equivalent, Super Plasticizers manufactured by Karochem ‘or equivalent, Polymers manufactured by Nova Polychem or equivalent and U.V resistant Synthetic inorganic pigments manufactured by M/s Phenochem or equivalent should be used for pigmentation. The casting of all elements shall take place with layering methodology using- Direct Power Spray machines. The GRC Elements flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.R should be above or equivalent to 12 N/mm2 for tests done on 28 days cured samples.
-
-
-
The fixing of Elements should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work or Red Oxide Primer -paint or Epoxy primer -paint treated mild steel. The fixing of Panels should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work MS Framework. MS Galvanized CLAMPS & PINS also if required fasteners to be used of Steel Grip/ HP/ Wurth/ Hilti/ Fischer/ Klimas or equivalent. All cast in socket to be Epoxy Primer Coated. ELECTRODES to be used of Advani, Mangalam, Esab or Victor brand or equivalent. If there will be a requirement of Joint filling, then Elastomeric exterior grade paintable PU Sealant will be used. For final finishing of Panel one weather shield exterior grade water based diluted paint coat will be done if required. Vendors shall submit shop drawings of the same, the drawings to be duly approved by the Engineer in charge at site. For final finishing of Element one weather shield exterior grade water based diluted paint coat will be done if required. Vendors shall submit shop drawings of the same, the drawings to be duly approved by the Engineer in charge at site.
-
-
-
Providing and fixing Spray mix Glass Reinforced Concrete (G.R.C) Moulding.Height: 500 MM
-
-
-
at terrace level
83.94
561377
6688
TEXTURE PAINT: Providing and applying Exteriior Texture paint of super perkifine quality, it shall be applied after preparing the surface to the satisfaction of the Engineer in charge to get the proper finish. The paint shall be applied using texture roller and using necessary tools (Denim brush, Butter paper) to get a uniform roller texture finish and pattern suggested if any with two coats of plastic emulsion paint as specified by the Consultant & Engineer in charge. The rates are inclusive of all items including leads & lift and necessary to complete, the item in good condition nothing shall be paid extra separately unless specified.
463.14
326905
705.85
RBC in cement mortar 1:3 excluding the cost of reinforcement, with Cement concrete M-15 (Nominal Mix with 20 mm maximum size of stone aggregate) on top up to 1/3 effective depthof RBC (slab) etc.
43.85
334402
7626.22
Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and T and P including all lead, lift and scaffolding etc.
complete.
198.49
59208
298.3
Providing and fixing pressed steel door confirming to IS:4351 manufactured from commercial mild steel sheet of 3.15mm thickness and applying a coat of approved steel primer after pre- treatment of the surface as directed by Engineer-in-charge:
4.15
7676
1850.6
Providing & Fixing 1 mm thick decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish (Greenlam, Marino, Century or equivalent as per approved ISI make ) on MS sheet door shutter with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S Hpl consider to be one of the most durable sheet , made of orignal plastic laminate with saturating multiple layers of craft paper with phenolic resine including cost of adhesive of approved quality.
4.15
14592
3517.85
Entrance Portal Gate
-
-
-
By Mechanical Transport including loading,unloading and stacking
23.76
3996
168.23
Clearing jungle including uprooting of rank vegetations, grass, bush, wood trees and saplings of grith upto 30 cm measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared.
29.63
84
2.85
Excavation in foundatin in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 meter (5fts) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer - in - charge upto a distance of 30 m (100 fts) from the foundation trenches.(Excluding Royalty)
86.39
9848
114
Add to items 251-253 for every addaional 30 m lead or part of 30 m.or for for every additional 1.50 m.lift or part of 1.50 m.
21.6
328
15.2
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.
62.63
13116
209.44
Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work and including watering, eamming, dressing etc. Rate to include cost of all materials, labour and T& P etc. required for proper comletion of the work.
23.96
19805
826.5
Providing and injecting chemical emulsion for Preconstructional antitermite treatment and creating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the extrnal perimer of binding expansion joints, sorroundings of pipes and conduit etc complete (plinth area of the building at ground floor only shall be measured as per IS 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthechlor or chlordance will be used. The rate of applications of chemical emulsion shall be as Follows:-
-
-
-
(1) Treatment for Masonary & foundation 5 litter per sqm. (2) Backfill in the immdiate contact with the foundation 7.5 litter per sqm. (3) Treatment of top surface of plinth fillinf 5.0 litres/Sqm. (4) Treatment of soil along External Perimeter of Building 7.5 litres/Sqm. (5) Treatment of soil under apron Along external Perimeter 5.0 litres/Sqm
8.06
1454
180.5
Concrete with 4 cm, Gauge brick ballast, fine sand 1.25 finess modulous ad cement in proportion of 12:6:1 in founation and under floor, including supply of all materials, labour and T&P etc. required for proper completion of work.
3.13
10822
3453.25
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
-
-
-
All Work upto Plinth
-
-
-
Concrete of M25 grade with minimum cement content of 330 kg /cum
23.97
158075
6595.54
Concrete of M25 grade with minimum cement content of 330 kg /cum
13.87
115264
8313.31
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass
concrete
31.52
8005
253.97
Suspended floors, roofs, landings, balconies and access
platform
37.76
23872
632.19
Lintels, beams, plinth beams, girders, bressumers and cantilevers
38.12
19124
501.72
Columns, Pillars, Piers, Abutments, Posts and Struts
99.94
66285
663.28
Arches, domes, vaults up to 6 m span
2.37
3569
1506.15
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
-
-
-
Steel @ 110kg/Cum
4161.53
307687
73.94
M 150 Class Brick work in 1:6 Cement and Course sand mortar in foundation and plinth including supply of all materials, labour and T&P etc.required for proper completion of the work
-
-
-
As in item 303 & 304 above but in super structure, including necessary cutting and moulding of bricks as required and including honey comb brick work, thickness of wall not to be less than 1.5 brick thick. Add for extra labour to above items.
0.31
1348
4379.5
Brick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
-
-
-
Above plinth level upto floor V level
0.24
1410
5953.45
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC
band and reinforcement shall be made for seperately).
2.18
12551
5768.22
12 mm thick plaster with cement mortar in proportion of 1:3 cement and fine sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials, labours and T&P etc. required for proper completion of work. (Including racking & washing Surface)
-
-
-
As in item 582 above but with cement and fine sand of 1.25 F.M. mortar in 1:4
36.85
4446
120.65
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement: 6 fine sand)
36.85
9856
267.46
6 mm cement plaster of mix :
-
-
-
1:3 (1 cement: 3 fine sand)
78.53
16388
208.7
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture , over the plasterd wall surface to prepare the surface even and smooth complete.
115.38
11785
102.14
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
115.38
9325
80.82
Providing and fixing ISI marked flush door shutters conforming to IS: 2202(PartI) 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 veneers on both faces of shutters using following hinges.
-
-
-
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
2.17
3612
1662.43
Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
4.35
2737
630.09
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
2.17
719
331.04
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
0.99
602
610.13
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
0.99
835
845.88
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 the 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 drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For shutters of doors, windows & ventilators including
providing and fixing hinges/ pivots and making provision
for fixing of fittings wherever required including the cost
of EPDM rubber / neoprene gasket required (Fittings
shall be paid for separately)
-
-
-
Powder coated aluminium (minimum thickness of powder coating 50 micron)
-
-
-
at the rate 10 kg/sqm
14.22
6623
465.8
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
With float glass panes of 5 mm thickness
1.42
1554
1093.21
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
4.74
333
70.31
Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm.
-
-
-
total floor area
10.63
6443
606.42
Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness.
10.63
5552
522.54
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
-
-
-
Size of Tile 800x800 mm
10.63
1797
169.19
Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
-
-
-
Total qty of granite
0.2
68
344.4
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
(a). Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming
to IS. 2645 and approved by Engineer-in-charge over the RCC
slab including adjoining walls upto 300 mm height including
cleaning the surface before treatment.
-
-
-
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
© After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing
-
-
-
compound conforming to IS : 2645 and approved by Engineer-in-charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
-
-
-
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
34.56
43411
1256.01
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
-
-
-
Entance gate plate 300x300x10mm
55.81
4706
84.33
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.
1042.8
133216
127.75
Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
0.99
89
90.39
Providing and fixing chromium plated brass handles with necessary screws etc. complete:
1.98
368
186.8
Providing and fixing bright finished brass door latch with necessary screws etc. complete :
-
-
-
250x16x5 mm
0.99
211
214.26
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
-
-
-
150x10 mm
0.99
189
191.58
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
-
-
-
Glazed Vitrified tiles Matt/Antiskid finish of size
-
-
-
Size of Tile 800 x 800 mm
10.63
13532
1273.53
Providing and laying flamed finish 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 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
-
-
-
Flamed finish granite stone slab Jet Black, Cherry Red, Elite
Brown, Cat Eye or equivalent.
0.2
422
2135.94
Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :
26.07
2826
108.41
Providing and fixing 18 mm thick gang saw cut, 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 cement mortar 1:4 (1 cement : 4 coarse sand), 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.
-
-
-
Granite stone slab colour black, Cherry/Ruby red
1.33
4865
3649.68
Providing and fixing Glass Reinforced Concrete (G.R.C) Moulding – 2 in approved size, design, thickness and color. Sizes - 288mm X 264mm X 244mm
-
-
-
Glass Reinforced Concrete (G.R.C) Moulding
3.95
24147
6113.25
Internal Circulation
-
-
-
By Mechanical Transport including loading,unloading and stacking
840.36
141371
168.23
Excavation in foundatin in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 meter & lead upto 30 m.including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer - in - charge upto a distance of 30 m from the foundation trenches.(excluding Royality)
840.36
79834
95
Supplying and stacking at site.
238.98
175072
732.6
Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.
2142.88
38526
17.98
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
189.6
57644
304.03
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
-
-
-
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
189.6
415639
2192.19
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory
roller, finishing and curing etc. complete as per direction of Engineerin- charge.
138.25
470955
3406.55
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of
Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
-
-
-
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
-
-
-
Cement concrete prepared with batch mixing machine
276.5
2164716
7828.99
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
-
-
-
Dowel Bar
276.5
20443
73.94
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :.
59.25
125137
2112.03
Concrete with 4 cm, Gauge brick ballast, fine sand 1.25 finess modulous ad cement in proportion of 12:6:1 in founation and under floor, including supply of all materials, labour and T&P etc. required for proper completion of work.
21.73
75021
3453.25
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
70.39
464253
6595.54
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
7038.9
520428
73.94
Steel @ 100kg/Cum
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass
concrete
-
-
-
Storm Water Drain
-
-
-
Raft
29.63
7523
253.97
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
-
-
-
Storm Water Drain
-
-
-
Walls
474
261739
552.19
Lintels, beams, plinth beams, girders, bressumers and cantilevers
-
-
-
Planter (5nos.) Beam
37.33
18728
501.72
M 150 Class Brick work in 1:6 Cement and Course sand mortar in foundation and plinth including supply of all materials, labour and T&P etc.required for proper completion of the work
-
-
-
As in item 303 & 304 above but in super structure, including necessary cutting and moulding of bricks as required and including honey comb brick work, thickness of wall not to be less than 1.5 brick thick. Add for extra labour to above items.
-
-
-
Planter (5nos.)
1.87
8172
4379.5
12 mm thick plaster with cement mortar in proportion of 1:3 cement and fine sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials, labours and T&P etc. required for proper completion of work. (Including racking & washing Surface)
-
-
-
As in item 582 above but with cement and fine sand of 1.25 F.M. mortar in 1:4
-
-
-
Internal Plaster for Planter
-
-
-
Planter (5nos.)
28
3377
120.65
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
74.66
6033
80.82
Providing and laying flamed finish 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 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
-
-
-
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
-
-
-
Planter wall Top ( 5nos)
9.33
19932
2135.94
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
2.73
19364
7103.77
Providing and laying of factory made 80 mm thick rubber moulded interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fie sandcompacting and proper embedding /laying of interlocking tiles levelling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc. required for propoer completion of work as directed by Engineer-in-charge.
-
-
-
80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
-
-
-
Parking and pathway area
513.5
395138
769.5
Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.
-
-
-
Planter (5nos.)
46.66
28952
620.52
UG Tank
-
-
-
By Mechanical Transport including loading,unloading and stacking
120.87
20333
168.23
Clearing jungle including uprooting of rank vegetations, grass, bush, wood trees and saplings of grith upto 30 cm measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared.
60.44
172
2.85
Excavation in foundatin in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 meter & lead upto 30 m.including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer - in - charge upto a distance of 30 m from the foundation trenches.(excluding Royality)
120.87
11482
95
Add to items 253 for every addaional 30 m lead or part of 30 m.or for for every additional 1.50 m.lift or part of 1.50 m.
30.22
459
15.2
Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work and including watering,dressing etc. Rate to include cost of all materials, labour and T& P etc. required for proper completion of the work.(excluding Royality)
12.09
9989
826.5
Providing and injecting chemical emulsion for Preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits,wall trenches basement excavation top surface if plinth filling junction of wall and floor along the extrnal perimer of binding expansion joints, sorroundings of pipes and conduit etc complete (plinth area of the building at ground floor only shall be measured as per IS 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthechlor or chlordance will be used. The rate of applications of chemical emulsion shall be as Follows:-
-
-
-
(1) Treatment for Masonary & foundation 5 litter per sqm. (2) Backfill in the immdiate contact with the foundation 7.5 litter per sqm. (3) Treatment of top surface of plinth fillinf 5.0 litres/Sqm. (4) Treatment of soil along External Perimeter of Building 7.5 litres/Sqm. (5) Treatment of soil under apron Along external Perimeter 5.0 litres/Sqm
60.44
10908
180.5
Concrete with 4 cm, Gauge brick ballast, fine sand 1.25 finess modulous ad cement in proportion of 12:6:1 in founation and under floor, including supply of all materials, labour and T&P etc. required for proper completion of work.
-
-
-
As in item 273 above, but in the proportion of 8:4:1
4.83
16668
3453.25
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
40.23
265345
6595.54
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
-
-
-
Steel @ 85kg/Cum
3419.61
252832
73.94
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass
concrete
11.3
2869
253.97
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
197.9
109276
552.19
Suspended floors, roofs, landings, balconies and access
platform
45.43
28717
632.19
6 mm cement plaster of mix :1:3 (1 cement: 3 fine sand)
159.19
33221
208.7
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture , over the plasterd wall surface to prepare the surface even and smooth complete.
159.19
16259
102.14
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
159.19
12865
80.82
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
In stringers, treads, landings etc. of stair cases, including
use of chequered plate wherever required, all complete
88.34
7449
84.33
Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :
0.71
77
108.41
Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :
(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.
(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.
(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
-
-
-
Using rough kota stone.
-
-
-
UG tank bottom slab
45.43
51060
1124.05
Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :
-
-
-
Using rough Kota stone
113.76
167028
1468.25
Boundary Wall
-
-
-
By Mechanical Transport including loading,unloading and stacking
100.42
16893
168.23
Excavation in foundatin in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 meter & lead upto 30 m.including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer - in - charge upto a distance of 30 m from the foundation trenches.(excluding Royality)
652.7
62006
95
Add to items 253 for every addaional 30 m lead or part of 30 m.or for for every additional 1.50 m.lift or part of 1.50 m.
163.18
2480
15.2
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.
552.28
115667
209.44
Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work and including watering,dressing etc. Rate to include cost of all materials, labour and T& P etc. required for proper completion of the work.(excluding Royality)
163.18
134864
826.5
Concrete with 4 cm, Gauge brick ballast, fine sand 1.25 finess modulous ad cement in proportion of 12:6:1 in founation and under floor, including supply of all materials, labour and T&P etc. required for proper completion of work.
-
-
-
As in item 273 above, but in the proportion of 8:4:1
19.74
68174
3453.25
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
107.27
707516
6595.54
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
-
-
-
Steel @ 80kg/Cum
8715.72
644405
73.94
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
31.73
230267
7257.54
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
-
-
-
Steel @ 85kg/Cum
2696.91
199398
73.94
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass
concrete
199.84
50754
253.97
Lintels, beams, plinth beams, girders, bressumers and
cantilevers
-
-
-
Plinth Beam ( 200 x 400 mm)
132.96
66707
501.72
Columns, Pillars, Piers, Abutments, Posts and Struts
592.26
297149
501.72
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC
band and reinforcement shall be made for seperately).
119.66
690231
5768.22
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:
-
-
-
1:4 (1 cement: 4 fine sand)
598.31
200384
334.92
6 mm cement plaster of mix : 1:3
290.09
60540
208.7
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade , Two or more coats on new work (1st quality (Royal , silk) Asian /baerger)
1486.7
120159
80.82
Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern,using wooden batten, repairs to the edge of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in- Charge.
332.39
21472
64.6
Brick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
29.01
172703
5953.45
Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.
-
-
-
Ordinary cement finish using ordinary cement
598.31
371261
620.52
Plumbing Internal & External Works
-
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 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:
-
-
-
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
8.89
42801
4815.68
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
-
-
-
One urinal basin with 5 litre white P.V.C. automatic flushing cistern
15.8
69342
4388.78
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:
-
-
-
White Vitreous China Wash basin size 630x450 mm
with a pair of 15 mm C.P. brass pillar taps
7.9
22326
2826.14
Providing and fixing Stainless Steel A ISI 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 :
-
-
-
Kitchen sink with drain board
-
-
-
510x1040 mm bowl depth 250 mm
0.99
4944
5004.85
Kitchen sink without drain board
-
-
-
610x510 mm bowl depth 200 mm
0.99
3517
3560.44
Providing and fixing P.V.C. waste pipe for sink or wash basin including
P.V.C. waste fittings complete.
-
-
-
Semi rigid pipe
-
-
-
32 mm dia
0.99
74
75.76
40 mm dia
14.81
1254
84.67
Flexible pipe
-
-
-
32 mm dia
0.99
85
86.92
40 mm dia
9.88
858
86.92
Providing and fixing brass bib cock of approved quality :
-
-
-
15 mm nominal bore
19.75
4998
253.1
Providing and fixing brass stop cock of approved quality :
-
-
-
15 mm nominal bore
4.94
1249
253.1
20 mm nominal bore
0.99
269
273.17
Providing and fixing C.P. Bib cock of approved quality Comfirming to IS 8931
-
-
-
15 mm nominal bore
0.99
357
361.68
Providing and fixing C.P. Brass angle valve for basin mixer and geyser points of approved quality Comfirming to IS 8931
-
-
-
15 mm nominal bore
29.63
12346
416.78
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
18.76
4678
249.35
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.
-
-
-
Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
8.89
812
91.38
Providing and fixing PTMT Bottle Trap for Wash basin and sink.
-
-
-
Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
8.89
2406
270.8
Providing and fixing toilet paper holder :
-
-
-
C.P. brass
18.76
10640
567.09
Total of the Sub-Head - Sanitary Items :
-
-
-
Water Supply
-
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall
-
-
-
20 mm nominal dia .Pipes.
49.38
13370
270.8
25 mm nominal dia .Pipes.
39.5
13442
340.31
32 mm nominal dia. Pipes.
29.63
12361
417.28
40 mm nominal dia. Pipes.
59.25
33281
561.71
50 mm nominal dia. Pipes.
79
61000
772.16
Providing 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.
-
-
-
15 mm nominal dia .Pipes.
79
29046
367.68
20 mm nominal dia .Pipes.
59.25
25355
427.94
25 mm nominal dia .Pipes.
39.5
20598
521.48
32 mm nominal rdia .Pipes.
29.63
17588
593.7
Providing 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
-
-
-
25 mm nominal dia. Pipes.
9.88
3048
308.74
32 mm nominal dia. Pipes.
19.75
7157
362.38
40 mm nominal dia. Pipes.
29.63
13799
465.8
65 mm nominal dia. Pipes.
64.19
84311
1313.51
80 mm nominal dia. Pipes.
64.19
106419
1657.94
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
25 mm nominal bore.
4.94
2189
443.43
20 mm nominal bore.
4.94
1899
384.62
32 mm nominal bore.
4.94
2426
491.37
40 mm nominal bore.
17.78
10472
589.16
50 mm nominal bore.
0.99
722
731.55
65 mm nominal bore.
7.9
9809
1241.71
80 mm nominal bore.
1.98
3664
1855.52
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
-
-
-
40 mm nominal bore
-
-
-
Vertical
1.98
1726
873.95
50 mm nominal bore
-
-
-
Vertical
1.98
2172
1100.18
65 mm nominal bore
-
-
-
Vertical
3.95
6999
1771.93
80 mm nominal bore
-
-
-
Vertical
1.98
5817
2945.5
Total of the Sub-Head - Water Supply :
-
-
-
Internal Drainage & Rain water
-
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.
-
-
-
75 mm diameter
69.13
12264
177.42
110 mm diameter
148.13
39451
266.34
Providing and fixing on wall face unplaqsticised- PVC moulded fitting/ accessories for unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A,including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
Coupler
-
-
-
75 mm diameter
24.69
1641
66.47
110 mm diameter
29.63
2959
99.92
Single tee with door
-
-
-
75x75x75 mm
9.88
1164
117.91
110x110x110 ,mm
7.9
1351
171.13
Single tee without door
-
-
-
75x75x75 mm
3.95
408
103.46
110x110x110 ,mm
3.95
627
158.89
Bend 87.5°
-
-
-
75 mm bend
5.93
453
76.47
110 mm bend
5.93
651
109.95
Shoe (Plain)
-
-
-
75 mm Shoe
4.94
333
67.55
110 mm Shoe
4.94
476
96.58
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
-
-
-
75 mm diameter
24.69
6392
258.93
110 mm diameter
34.56
8910
257.8
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
14.81
591
39.9
Providing and fixing soil, waste and vent pipes :
-
-
-
100 mm dia
-
-
-
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
98.75
87293
883.99
75 mm dia
-
-
-
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
59.25
42816
722.64
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
-
-
-
For 100 mm dia pipe
98.75
25371
256.93
For 75 mm dia pipe
64.19
16277
253.6
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
-
-
-
100 mm dia
-
-
-
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
19.75
9061
458.8
75 mm dia
-
-
-
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
9.88
3619
366.51
Providing and fixing plain bend of required degree.
-
-
-
100 mm dia
-
-
-
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
9.88
2846
288.25
75 mm dia
-
-
-
Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
9.88
2012
203.83
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
-
-
-
100 mm inlet and 75 mm outlet
-
-
-
Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
39.5
18209
461.01
Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :
-
-
-
100 mm dia
9.88
5064
512.86
75 mm dia
6.91
2546
368.34
Total of the Sub-Head - Internal Drainage :
-
-
-
External drainage & STORM WATER
-
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
-
-
-
All kinds of soil
-
-
-
Pipes, cables etc, not exceeding 80 mm dia.
29.63
6306
212.87
Pipes, cables etc. exceeding 80 mm dia. but
not exceeding 300 mm dia
493.75
171646
347.64
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
100 mm dia. R.C.C. pipe
19.75
7357
372.55
150 mm dia. R.C.C. pipe
177.75
73008
410.74
250 mm dia. R.C.C. pipe
158
106754
675.66
300 mm dia. R.C.C. pipe
158
118717
751.38
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100x100 mm size P type
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3.95
8141
2061.1
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
-
-
-
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
-
-
-
With Sewer bricks conforming to IS : 4885
44.44
428157
9634.94
Extra for depth for manholes
-
-
-
Size 90x80 cm
-
-
-
With Sewer bricks conforming to IS : 4885
1.98
12795
6478.58
Constructing brick masonary road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement :4 coarse sand ) including 500x450 mm precast RCC horizontal grating with frame complete as per standard design .
-
-
-
with common burnt clay F.P.S.(non module) brick of class designation 7.5
11.85
47895
4041.86
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse 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 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 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 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
-
-
-
Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
7.9
48090
6087.46
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
98.75
11704
118.53
Rain Water Harvesting Pit
-
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.
-
-
-
All types of soil
-
-
-
300 mm dia
49.38
24349
493.16
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
200 mm nominal size dia
29.63
27125
915.64
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
2.96
3214
1084.77
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
2.96
3230
1090.36
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
2.96
3230
1090.36
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
3.95
4867
1232.17
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
-
-
-
200 mm nominal size dia
0.99
231
234.02
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
-
-
-
200 mm nominal size dia
0.99
1503
1521.83
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
-
-
-
200 mm nominal size dia
0.99
253
257.01
Total of the Sub-Head - External drainage & Storm water :
-
-
-
Grand Total SOR ITEMS
-
-
-
MARKET RATE ITEMS
-
-
-
Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 2- way Bib Cock .(Premium Range)
19.75
22515
1140
Providing and fixing in position best Indian Floor Drain Jali/Traps having Round Shape and made up of SS 202, Material of Floor trap drains SS 202, Shape of Trap Round Shape, MEDIUM DUTY 4.3 KGF CM2 Thickness of Trap Material in 1.38mm Width (Diameter in case of circular) of Trap in mm (+/- 10 mm) 100 Weight of Trap (gms) (±10 gm) 62 gram
39.5
20638
522.5
Providing, fixing, jointing and testing heavy duty, polyethylene (PVC) SWR pipes, -Pvc rigid pipe ISI 40MM 6Kg Pressure, open, low density, to wall, ceiling and floor, approved quality, complete, for soil and waste water drain including jointing with rubbering / solvent / solution and airtight joints, with necessary specials, couplers, elbow, equal tees, tail piece, adapter (both male and female), reducer (single stage, double stage and triple stage), end cap, fabricated bend, etc., and lubricant or jointing material, including testing, cutting, making good the wall, ceiling and floor etc. complete of the following nominal bore (NB) size:
-
-
-
40 mm diameter
34.56
22984
665
Providing and fixing white vitreous chinaEuropean Wall hung Anti germ Fluoro-PolymerCoated water closet of approved shape with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propylene) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required.
-
-
-
Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 350 X 360 X 545mm with solid poly propelyne made soft closing seat cover (Premium Range)
19.75
337725
17100
Supplying &installation of approved make required capacity single phase, 50 Hz,240V, centrifugal mono-block pump, with starter, connections, base channel foundation etc. as required as per specifications but excluding pipe and connection cable.(Required for : Water uplifting)
-
-
-
Water Flow Rate 23 M3/Hr. each
1.98
140718
71250
Head 35 M
-
-
-
Water Flow Rate 9 M3/Hr. each
1.98
97565
49400
Head 35 M
-
-
-
Water Flow Rate 9 M3/Hr. each
1.98
93812
47500
Head 20 M
-
-
-
For Feelter feed pump , domestic water transfer pumps & Flushing water transfer pumps with stand by
-
-
-
Providing, fixing, testing & commissioning of vertical FRP filter with adequate dirt holding capacity. The filter shall be complete having PVC frontal piping with 50 mm multiport valve including all supporting structure with initial charge filter media. The filter shall be provided with set of internals for raw water inlet and bottom collecting system. Velocity in frontal piping and valves shall be 1.50 m/sec.
-
-
-
Filter for Domestic Water Services
0.99
98553
99750
Filteration Rate 20000L/Sqm/Hr
-
-
-
Working pressure 3.5 Kg/Sq.cm
-
-
-
Capacity : 9.0m3/Hr.
-
-
-
Activated Carbon Filter
0.99
107939
109250
Filteration Rate 20000L/Sqm/Hr
-
-
-
Working pressure 3.5 Kg/Sq.cm
-
-
-
Capacity : 9.0m3/Hr.
-
-
-
Providing, fixing, testing & commissioning of FRP water softening plant (suitable for 3 Kg/Sqcm working pressure) complete with initial charge with T-40 NA/225 NA ION EXCHANGE Resin, multiport valve with built in ejector for controlling all operations), regeneration system and HDPE tank, pressure gauge at inlet, outlet and back wash (each with isolation cock), valves, fittings and water hardness testing kit & associated works. Velocity in frontal piping and valves shall be 1.50 m/sec. Softener shall be suitable for the following duty.
-
-
-
Raw water hardness 500 Mg/L
0.99
187720
190000
Treated water harness 100 Mg/L
-
-
-
Regeneration Period 2.0 Hrs.
-
-
-
Capacity : 9.0m3/Hr.
-
-
-
Supplying, installing, testing and commissioning of chlorine dosing system (for domestic water treatment plant) consisting of one HDPE tank of 100 litres capacity with a positive displacement diphragm dosing pump having variable flowrate of 0-6 lph. The motor shall be suitable for operation at 240 V/Single phase/50 Hz. Supply. The pump shall be supplied complete with necessary polypropylene piping, valves, strainers, low level switch and injection fittings. The pump shall be speed & stroke control..
0.99
23465
23750
Supply, installing, testing and commissioning of annunciation and indication panel with interlocking arrangement complete in accordance to specification with level controller (In Raw Water, Treated Water and Soft Water Tank : High / Low Level Controller) etc with control cabling from field to MCC as required. Provision to connect to the building Automation system or pump controller through a suitable port.
0.99
18772
19000
Providing, fixing, testing & commissioning pressure switch for water pumps to start/stop the pump at set pressure. Including wiring, cabling from pump to panel & all other accessories as required to operate the system automatically.
1.98
14071
7125
Supply, installing, testing and commissioning of level controllers for water pumps to start/stop the pump at set level. Including wiring, cabling from pump to panel & all other accessories as required to operate the system automatically.
4.94
39874
8075
Supply, installing, testing and commissioning in position Vane type mechanical water flow meter for following pipe size.
-
-
-
100 mm dia
0.99
22995
23275
Supply, installation, testing and commissioning of Electric Panel as Per SLD & Technical Specification. The scope also includes Supply & Laying of Aluminium Armoured XLPE Cables for all Pumps as per mentioned size in SLD. For water treatment & transfer pumps)
0.99
65702
66500
Supply, installation, testing and commissioning of Electric Panel as Per SLD & Technical Specification. The scope also includes Supply & Laying of Aluminium Armoured XLPE Cables for all Pumps as per mentioned size in SLD. FOR STP
0.99
63824
64600
Supply, installation, testing and commissioning of Electric Panel as Per SLD & Technical Specification. The scope also includes Supply & Laying of Aluminium Armoured XLPE Cables for all Pumps as per mentioned size in SLD. FOR BASEMENT SUMP)
0.99
46930
47500
Supplying & erecting Float sensor switch for water level controller working on 250V & rated current 8A, with 2 mtr. wire & High quality of wire & plastic body.
9.88
5159
522.5
Supply, fixing and jointing of heavy class GI puddle flange pipes epoxy coated, of minimum 400 mm long clear ends outside the RCC surface, and fixed in underground sumps, water tanks etc. complete, with end joints either screwed / flanged as required with endcaps / plugs complete as per the requirement of E-i-C
-
-
-
200 mm dia
0.99
4693
4750
150 mm dia
1.98
8443
4275
100 mm dia
0.99
3754
3800
80 mm dia
7.9
26267
3325
65 mm dia
0.99
3285
3325
50 mm dia
0.99
2815
2850
40 mm dia
0.99
2815
2850
32 mm dia
3.95
9381
2375
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block grade M-10 (Nominal Mix with 20 mm maximum size of stone aggregate) complete as per design.
19.75
5441
275.5
Supplying &installation of pressure gauges with 15 mm dia brass check nut & capable of showing pressure reading from 0. to 30 kg.
3.95
5441
1377.5
Water level control relay – reliable solution for tank water level control
-
-
-
Supply, installation, testing and commissioning of 230V AC operated water level control relay should ee able to connect three level sensors to detect the water level in the tank. The relay should be Ip 20 rated with 1 no, 16 A, AgCdO contact material. It shall have an ambient temperature range of -20 to +60 Deg C and have led indicator. The reinforced insulation level must be 6 KV - 1.2/50μs between: supply and contacts, electrodes and supply and contacts and electrodes. It should be able to control about a single level or between min./max. limits with adjustable sensitivity range. The float switch float switch of 8 ampere contact rating should be with 2 watertight chambers, counterweight (300gm) with TUV approved cable length of 10 meters including grip.
1.98
59936
30347.75
Wiring for sub-mains with PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid PVC conduit (MMS) FRLS ISI marked of suitable size (conduit included) including 2mm thick accessories, connection etc, as required as per specification. (Refer General Notes for Classification of Conduit Wiring Point No.11)
-
-
-
2 Wire sub main
-
-
-
2.5 sq. mm. cable
158
22515
142.5
Designing and preparing good for construction civil, mechanical and electrical shop drawings of conventional/package unit of a Sewage Treatment Plant(STP)/ Effluent Treatment Plant (ETP) as per manufacturer/vender's design and specification consisting of treatment units complete for meeting up to date/ target parameters of treated effluent conforming to Madhya Pradesh Pollution Control Board (MPPCB), MoEF GOI guidelines, National Green Tribunal guideline 30.4.2019 and technical specifications codes of practices as published by the Bureau of Indian Standard (BIS) and latest version of “Manual on Sewerage and Sewage Treatment” published by the Central Public Health And Environmental Engineering Organization (CPHEEO). The work shall include supplying, installing, testing and commissioning of electro-mechanical equipments, instruments, pipes, valves, pumps, and gauges etc. as per approved technical specifications, layout and drawing of STP/ETP. Most of the electro-mechanical unit will be placed below ground under road/greenarea/as per site condition, space available, equipment and pump room will be above the ground level and civil work RCC (M25) according to the approved shop drawings and direction of Engineer in charge. Civil work shall be paid separately.
Rates are inclusive of cost of operation and maintenance (O&M) for one year after completion of works which include periodical /monthly checking quality of treated sewage, checking of safety arrangements and routine maintenance of plant such as oiling, greasing, cleaning, operating, providing Consumable replacement of components within guarantee period, disposal of dried sludge and also ensuring safety against theft. The STP/ETP shall comprise of the units of required size as per detail process and hydraulic design.
NOTE :-
1- If STP and ETP plant are situated in the same campus then only one O&M Contract shall be applicable.
2- Treated water effluent testing shall be got done by the vender from Pollution Control Board (PCB) approved laboratory only covering parameters such as - BOD, COD, TSS, PH,
O&G, TKN, TP and E COLI etc.
3- Main power supply with earthing up to main control panel of STP/ETP shall be provided by the owner/department. The electrical panel which will be supplied by the vender will also include all the required NO/NC contacts and provision for BMS connectivity.
4- Detail specifications of components shall be as per manufacturerstipulation and preamble both.
5- Tanks shall be made of MSFRP (mild steel fiber reinforced polymer/plastic)/ HDPE (High Density Polyethylene)/FRP (Fiber reinforced plastic) anti corrosive in packaged unit.
-
-
-
Providing and fixing Y strainer fwith nuts, bolts, rubber insertions etc.
-
-
-
40 mm dia nominal bore
1.98
4690
2375
50 mm dia nominal bore
1.98
5628
2850
80 mm dia nominal bore
1.98
8443
4275
Supply, installation, testing and commissioning of continuous duty submersible centrifugal non-clogging drainage pumps complete with 3 phase motor (EFF1) with all necessary protection and mechanical seal, lifiting arrangment etc. complete with all ancillaries including float type level controllers, electrical control panels fabricatd from 14 gauge CRCA sheet volt meter ammeter with selector switch, TPMCB, 5 VA CL : CTs, phase indicating lamps protected by 2 amp SP MCB, DOL starter, necessary wiring, cable alleys, earthing, interlocking, starter with Automatic float type level controller, provision of high level alarm, sequence timer, potential free contact to starter for connection to BAS, both pumps may run simultaneously at pre determind level.
-
-
-
Flow rate : 20 cum/Hr. each (1W+1S=1Set)
1.98
572256
289750
Head : 15 Mts
-
-
-
Solid Handling : 10-12 MM
-
-
-
Location : Basement Storm water, WTP Plant Room & STP Plant Room Drainage Sumps
-
-
-
Providing and fixing 70 Ltr. Stainless Steel 304 Oil & Grease Trap including painting of fittings and brackets, cutting and making good the walls wherever required : for Food Court Kitchen)
0.99
18772
19000
Internal Electrical
-
-
-
Same as in item 121 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
2678
542.45
Same as in item 122 B but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
3518
712.5
Same as in item 123 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
2917
590.9
Same as in item 124 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
1426
288.8
Same as in item 125 (B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
2551
516.8
Same as in item 127 (B) but in PVC conduit with 1.5 sq. mm. FRLSH. PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
3593
727.7
Same as in item 131 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
3016
610.85
Same as in item 132 (B) but in PVC conduit with 1.5 sq.
mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
3757
760.95
Same as in item 133 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
3321
672.6
Same as in item 134 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
1571
318.25
Same as in item 135(B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated copper conductor cable as
earthwire drawn inside the conduit.
4.94
2744
555.75
Same as in item 137 (B)but in PVC conduit with 1.5 sq. mm. F.R. insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
4.94
4221
855
Same as in item 138 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor
cable as earthwire drawn inside.
543.13
314740
579.5
Same as in item 139(B)but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
29.63
22261
751.45
Same as in item 140 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
29.63
18884
637.45
Same as in item 141(B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
207.38
64421
310.65
Same as in item 142 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
49.38
26830
543.4
Same as in item 144 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit.
29.63
25132
848.35
Supply and fixing and concealing of 20 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction of Engineer in charge.
148.13
8724
58.9
Same as in item 148 (A) but 25 mm dia 2 mm thick PVC
conduit.
246.88
16886
68.4
Same as in item 148 (A) but 32 mm dia. PVC conduit.
79
6529
82.65
Same as in item 148 A, but 40 mm dia (2.0 mm) thick P V C conduit.
79
8555
108.3
Same as in item 148 A, but 50 mm dia (2.0 mm) thick P V C conduit.
79
11932
151.05
Supply and fixing of 2/3/4 ways round PVC junction box confirming to ISS for 20mm dia PVC conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all the material, labour and T&P required for proper completion of work.
148.13
3517
23.75
Same as in item 154 (A) but for 25 mm dia. PVC conduit.
49.38
1266
25.65
Same as in item 154 (A) but for 32 mm dia. PVC conduit.
49.38
1688
34.2
Same as in item 154 but for 40 mm dia 2.0 mm thick P V C conduit.
49.38
2204
44.65
Same as in item 154 but for 50 mm dia 2.0 mm thick P V C conduit.
49.38
2720
55.1
Same as above wiring on surface with copper cable in PVC conduit.
148.13
9287
62.7
Same as above but partly laid in slab & partly concealed in wall wiring with copper cable in PVC conduit.
197.5
14447
73.15
Supply and fixing of PVC corrugated conduits of 16 mm outer dia mtr. on surface as sleeving including all labour,
T&P etc. required for proper completion of work as per direction and satisfaction of Engineer in charge.
9.88
168
17.1
Same as above but conduit of 20mm outer diameter.
9.88
187
19
Same as above but conduit of 25mm outer diameter.
9.88
225
22.8
Same as above but conduit of 32mm outer diameter.
9.88
290
29.45
Same as above but conduit of 40mm outer diameter.
9.88
328
33.25
Same as above but conduit of 50mm outer diameter.
9.88
431
43.7
Add for light / fan points with modular type switch in place of piano type switch.
444.38
18574
41.8
Add for 2 way light point with modular switches in place of piano type switches.
276.5
43341
156.75
Add for plug point with modular switch & socket in place of piano type switch & socket.
148.13
11679
78.85
Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch.
29.63
1322
44.65
Add for Call bell point with modular type bell push in place of piano type bell push.
29.63
2251
76
As in item no.231(B) but in 25 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 2.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.
4.94
1050
212.8
As in item no.232 (B) but in 25 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 4 sq. mm. FRLSH
PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.
4.94
1369
277.4
As in item no. 232 (B) but in 32 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 6 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.
4.94
1951
395.2
Supply and wiring of 3 number 16 sq. mm. PVC insulated 1100V grade single core copper conductor cable in 40 mm dia heavy guage PVC conduit on surface with two number 10mm PVC insulated single core Copper conductor cable as earth continuity wire drawn in conduit etc, complete in all respect.
4.94
2847
576.65
Supply and wiring of 3 number 25 sq. mm. PVC insulated 1100V grade single core Copper conductor cable in 50 mm dia PVC conduit on surface, with two number 16mm Single core Copper conductor cable as earth continuity wire drawn in conduit.
4.94
4367
884.45
As in item no. 257 (B) but in 25 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit including matching colour wash etc, complete in all respect.
4.94
1402
284.05
As in item no. 258 (B) but in 32 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 6 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as
earth continuity wire drawn in conduit.
4.94
1979
400.9
As in item no.259 (B) but in heavy duty (2 mm thick) PVC conduit with 2 nos 10 sq. mm. PVC insulated aluminium conductor cable as earth continuity wire
drawn in conduit.
4.94
2875
582.35
Supply and wiring of 3 number 25 sq. mm. PVC insulated 1100V grade single core Copper conductor cable in 50 mm dia PVC conduit concealed in wall, with two number 16mm Single core Copper conductor cable in earth continuity wire drawn in conduit including
matching colour wash etc, complete in all respect
4.94
4372
885.4
As in item no. 262 (B) but in 25 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.
79
21764
275.5
As in item no. 263 (B) but in 32 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 6 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as
earth continuity wire drawn in conduit.
148.13
58116
392.35
Supply and wiring of 3 number 16 sq. mm. PVC insulated 1100V grade single core copper conductor cable in 40 mm dia PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 10mm single core copper conductor cable as earth continuity wire drawn in conduit including matching colour wash etc, complete in
all respect.
79
42853
542.45
As in item no. 266 (B) but in 32 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 2.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.
4.94
1280
259.35
As in item no. 267 (B) but in 32 mm dia heavy duty (2 mm thick) FRLSH PVC conduit with 2 nos 4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.
4.94
1693
342.95
Supply and wiring of 4 number 10 sq. mm. FRLSH PVC insulated 1100 V grade single core Copper conductor cable in 32 mm dia heavy guage rigid steel conduit on surface, with two number 6 sq mm single core Copper conductor cable as earth continuity wire
drawn in coudit , complete in all respect.
4.94
2289
463.6
Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit on surface, with two number 10sq mm single core Copper conductor cable as earth continuity wire drawn in coundit , complete in all
respect.
4.94
3382
684.95
Supply and wiring of 4 number 25 sq. mm.FRLSH PVC insulated 1100 V grade single core Copper conductor cable in 50mm dia PVC conduit on surface, with two number 16sqmm single core Copper conductor cable as earth continuity wire drawn in coudit.complete
in all respect.
4.94
5239
1061.15
As in item no. 271 (B) but in 32 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 2.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.
4.94
1308
265.05
As in item no. 272 (B) but in 32 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit.
4.94
1721
348.65
As in item no. 273(B) but in heavy duty (2 mm thick) PVC conduit with 2 nos 6 sq.mm. FRLSH PVC insulated copper conductor cable as earth continuity wire drawn in
conduit.
4.94
2331
472.15
Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit concealed in wall, with two number 10 sqmm single core Copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc., complete in all respect.
4.94
3424
693.5
Supply and wiring of 4 number 25 sq. mm. PVC insulated 1100V grade single core copper conductor cable in 50 mm dia PVC conduit concealed in wall, with two number 16sq mm single core copper conductor cable
as earth continuity wire drawn in coudit including matching colour wash etc. complete in all respect.
4.94
5277
1068.75
As in item no. 276(B) but in 32 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 2.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable earth continuity wire drawn in conduit.
39.5
10206
258.4
As in item no. 277 (B) but in 32 mm dia heavy duty (2 mm thick) PVC conduit with 2 nos 4 sq.mm.FRLSH PVC insulated multistrand copper conductor cable as
earth continuity wire drawn in conduit.
39.5
13509
342
As in item no. 278 (B) but in heavy duty (2 mm thick) PVC conduit with 2 nos 6 sq.mm. FRLSH PVC insulated copper conductor cable as earth continuity wire drawn in
conduit.
444.38
213188
479.75
Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 10 sq mm single core Copper conductor cable as earth continuity wiredrawn in coudit including matching colour wash etc, complete in all respect.
345.63
237392
686.85
Supply and wiring of 4 number 25 sq. mm. PVC insulated 1100 V grade single core copper conductor cable in 50 mm dia PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting with two number 16sq mm single core copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc, complete in all
respect.
79
83905
1062.1
As in item no. 281 but heavy duty (2 mm thick) PVC
conduit of 20mm dia. .
49.38
1829
37.05
As in item no. 282 but heavy duty (2 mm thick) PVC
conduit of 25 mm dia.
49.38
2345
47.5
As in item no. 283 but heavy duty PVC (2 mm thick) conduit of 32 mm dia.
49.38
3095
62.7
As in item no. 284 but heavy duty PVC (2 mm thick) conduit of 40 mm dia.
49.38
3987
80.75
Wiring of Submains with copper cable using existing PVC conduit
-
-
-
Same as in item 291 but with 3 nos. 6 sq mm and 2 nos. 4 sq mm FRLSH PVC insulated copper conductor cable.
79
18237
230.85
Same as in item 291 but with 4 nos. 6 sq mm and 2 nos.
4 sq mm FRLSH PVC insulated copper conductor cable.
148.13
41793
282.15
Same as in item 291 but with 3 nos. 10 sq mm and 2 nos. 6 sq mm FRLSH PVC insulated copper conductor cable.
49.38
17073
345.8
Same as in item 291 but with 4 nos. 10 sq mm FRLSH PVC insulated copper conductor cable.
148.13
47140
318.25
Same as in item 291 but with 3 nos. 16 sq.mm. FRLSH PVC insulated copper conductor cable
49.38
18293
370.5
Same as in item 291 but with 4 nos. 16 sq.mm. FRLSH PVC insulated copper conductor cable.
148.13
72892
492.1
Same as in item 291 but with 3 nos. 25 sq mm FRLSH PVC insulated copper conductor cable.
49.38
28894
585.2
Same as in item 291 but with 4 nos. 25 sq mm FRLSH PVC insulated copper conductor cable.
148.13
115389
779
Same as in item 291 but with 3 nos.2.5 sq mm and 2 nos.
1.5 sq mm FRLSH PVC insulated copper conductor
cable.
444.38
47281
106.4
Same as in item 291 but with 4 nos. 2.5 sq mm and 2 nos
1.5 sq mm FRLSH PVC insulated copper conductor cable
217.25
28481
131.1
S&F of 32 Amp. 240 V SPN metal clad rewireable type switch
fuse unit on M.D.F.E.G. / Teak wood board complete in all respects.
2.96
3856
1301.5
S&F of 32 Amp. 240 V DP metal clad rewireable type switch
fuse unit on M.D.F.E.G. / Teak wood board complete in all respect.
2.96
4053
1368
S&F of 32 Amp. 415 V metal clad T.P. rewireable type switch fuse unit on angle iron bracket complete in all respect.
2.96
5545
1871.5
S&F of 63 Amp. 415 V metal clad T.P. rewireable type switch fuse unit on angle iron bracket complete in all respect.
2.96
10809
3648
S&F of 32 Amp. 415 V metal clad T.P.N. rewireable type switch fuse unit on angle iron bracket complete in all respect.
2.96
5967
2014
S&F of 63 Amp. 415 V metal clad T.P.N. rewireable type switch fuse unit on angle iron bracket complete in all respect.
2.96
11231
3790.5
S&F of 100 Amp. 415 V metal clad TP HRC type switch fuse
unit complete with HRC fuse on angle iron bracket complete in all respect.
2.96
21364
7210.5
S&F of 100 Amp. 415 V metal clad TPN HRC type switch fuse unit complete with HRC fuse on angle iron bracket complete in all respect.
-
-
-
Cat. B
2.96
21815
7362.5
Cat. B
2.96
45403
15323.5
S&F and making connection of 40A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge.
11.85
25667
2166
S&F and making connection of 63 Amp. 4 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge.
11.85
33322
2812
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
-
-
-
6 sq. mm 3 core
49.38
13321
269.8
6 sq. mm 4 core
246.88
69655
282.15
10 sq. mm 4 core
148.13
46015
310.65
16 sq. mm 4 core
49.38
16088
325.85
25 sq. mm 3-1/2 core
49.38
17496
354.35
35 sq. mm 3-1/2 core
49.38
19794
400.9
50 sq. mm 3-1/2 core
49.38
23077
467.4
70 sq. mm 3-1/2 core
49.38
28753
582.35
300 sq. mm 3-1/2 core
217.25
332903
1532.35
Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-
Incharge.
-
-
-
6 sq. mm 3 core
39.5
2851
72.2
6 sq. mm 4 core
39.5
3002
76
10 sq. mm 4 core
19.75
1632
82.65
16 sq. mm 4 core
39.5
3264
82.65
25 sq. mm 3-1/2 core
9.88
1153
116.85
35 sq. mm 3-1/2 core
9.88
1669
169.1
50 sq. mm 3-1/2 core
9.88
1669
169.1
70 sq. mm 3-1/2 core
9.88
1866
189.05
300 sq. mm 3-1/2 core
7.9
3790
479.75
Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per
direction of the Engineer-Incharge.
-
-
-
4 sq. mm
47.4
765
16.15
6 sq. mm
138.25
2364
17.1
10 sq. mm
31.6
600
19
16 sq. mm
15.8
315
19.95
25 sq. mm
15.8
405
25.65
35 sq. mm
15.8
465
29.45
50 sq. mm
15.8
720
45.6
70 sq. mm
15.8
1005
63.65
300 sq. mm
15.8
5883
372.4
Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of two no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect.
9.88
50471
5111
Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and two earthing lead of two no. 8 SWG copper wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and copper wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. complete in all respect.
5.93
58820
9927.5
Supply and laying of 12mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect.
59.25
4052
68.4
Supply and laying of 25mm x 3mm G.I. strip from earth
electrode directly in the ground as required complete in all respect.
59.25
5065
85.5
Supply and laying of 32 mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect.
59.25
8443
142.5
Supply and laying of 32mm x 6mm copper strip from earth electrode directly in the ground as required complete in all respect.
29.63
31239
1054.5
Supply and fixing of testing joint of G.I. strip 32mm x 6mm and 150mm long with G.I. bolts and nut etc. complete in all respect.
29.63
1829
61.75
Supply and fixing of one number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site.
29.63
5628
190
Same as PS 721 but with one number 8 SWG copper wire
59.25
14634
247
Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing.
Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.
4.94
47098
9538
Supply and burring of Safe Earthing Electrode T-19 Cu- Copper Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry housing. (From electrode terminal to switch board, cost of 25 x 3 Copper Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.
4.94
70741
14326
S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve
11.85
4142
349.6
S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve
148.13
36586
247
S&F of 40 Amp. SPMCB (10KA)C Curve
9.88
4972
503.5
S&F of 50 Amp to 63 Amp. SPMCB (10KA)
9.88
4972
503.5
S&F of 0.5 Amp. to 5 Amp. DP MCB (10 KA) C Curve
4.94
4315
874
S&F of 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve
4.94
3471
703
S&F of 40 Amp. DP MCB (10 KA) C Curve
9.88
11069
1121
S&F of 63 Amp. DP MCB (10 KA)
9.88
11069
1121
S&F of 6 Amp. to 32 Amp. TP MCB (10 KA) C Curve
4.94
5582
1130.5
S&F of 40 Amp. TP MCB (10 KA) C Curve
29.63
50095
1691
S&F of 63 Amp. TP MCB (10 KA) C Curve
29.63
50377
1700.5
S&F of 6 Amp. to 32 Amp. 4 pole MCB (10 KA) C Curve
4.94
7505
1520
S&F of 40 Amp. 4 pole MCB (10 KA)
11.85
25610
2161.25
S&F of 63 Amp. 4 pole MCB(10 KA) C Curve
11.85
25779
2175.5
S&F of 80 to 100 Amp 4 pole MCCB (16 KA) Thermal Magnetic release
3.95
23640
5985
S&F of 125 Amp 4 pole MCCB (16 KA) Thermal Magnetic release
1.98
15591
7894.5
S&F of 160 Amp 4 pole MCCB (16 KA) Thermal Magnetic release
1.98
18199
9215
S&F of 100 Amp 4 pole MCCB (25 KA) Thermal Magnetic release
1.98
15272
7733
S&F of 125 Amp 4 pole MCCB (25 KA) Thermal Magnetic release
1.98
19916
10084.25
S&F of 160 Amp 4 pole MCCB (25 KA) Thermal Magnetic release
1.98
23753
12027
S&F of 200 Amp 4 pole MCCB (25 KA) Thermal Magnetic release
0.99
16265
16463.5
S&F of 250 Amp 4 pole MCCB (25 KA) Thermal Magnetic release
0.99
19785
20026
S&F of 80-100 Amp 3 pole MCCB (16 KA) Thermal Magnetic release
2.96
13229
4465
S&F of 125 Amp 3 pole MCCB (16 KA) Thermal Magnetic release
1.98
12345
6251
S&F of 160 Amp 3 pole MCCB (16 KA) Thermal Magnetic release
1.98
14784
7486
S&F of 100 Amp 3 pole MCCB (25 KA) Thermal Magnetic release
1.98
10882
5510
S&F of 125 Amp 3 pole MCCB (25 KA) Thermal Magnetic release
1.98
15432
7813.75
S&F of 160 Amp 3 pole MCCB (25 KA) Thermal Magnetic release
0.99
9034
9143.75
S&F of 200 Amp 3 pole MCCB (25 KA) Thermal
Magnetic release
0.99
13149
13309.5
S&F of 250 Amp 3 pole MCCB (25 KA) Thermal Magnetic release
0.99
16425
16625
S&F surface/flush mounting 4 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.
1.98
2983
1510.5
S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge.
1.98
3564
1805
S & F surface/Flush mounting 12 ways SPN distribution board with additional metal door without MCB complete in all respect, as Direct by Engineer in Charge.
1.98
4221
2137.5
S & F surface/Flush mounting 4ways TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge.
11.85
40639
3429.5
S & F surface/Flush mounting 4ways V TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge.
5.93
48182
8132
S & F surface/Flush mounting 6ways TPN distribution board without additional board without MCB complete in all respect, as directed at site by Engineer in charge.
14.81
51504
3477
S & F surface/Flush mounting 8ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge.
0.99
4890
4949.5
S & F surface/Flush mounting 4ways V TPN distribution board with additional Door without DPX3 160 MCCB complete in all respect, as directed at site by Engineer in charge.
0.99
9902
10022.5
S & F surface/Flush mounting 6ways V TPN distribution board without additional Door without DPX3 160 MCCB complete in all respect,as directed at site by Engineer in charge.
0.99
9794
9913.25
S & F surface/Flush mounting 6ways V TPN distribution board with additional Door without DPX3 250 MCCB complete in all respect, as directed at site by Engineer in charge.
0.99
8757
8863.5
S & F surface/Flush mounting 8ways V TPN distribution board without additional Door without DPX3 160 MCCB complete in all respect, as directed at site by Engineer in charge.
0.99
10934
11067.5
S & F surface/Flush mounting 12ways V TPN distribution board without additional Door without DPX3 160 MCCB complete in all respect, as directed at site by Engineer in charge.
0.99
16003
16197.5
S & F sheet steel enclosure surface/Flush mounting fitted with 20Amp. 2Pin and earth metal clad scraping earth plug and socket complete in all respect. as directed at site by Engineer in
charge.
9.88
15197
1539
S & F sheet steel enclosure surface/Flush mounting fitted with 30Amp. 2Pin and earth metal clad scraping earth plug and
socket complete in all respect. as directed at site by Engineer in charge.
9.88
32365
3277.5
S & F sheet steel enclosure for S.P/ D.P. MCB with neutral link and earth terminal.
9.88
5159
522.5
S & F sheet steel enclosure for T.P./Four Pole MCB.
9.88
7974
807.5
S&F single pole MCB blanking plate
19.75
469
23.75
Supply and fixing of call bell of approved make on polished MDFEG/ Teak ply board including making connections etc. complete in all respect.
9.88
1641
166.25
Supply and fixing of buzzer on polished MDFEG / Teak
ply board including making connections etc. complete in all respect.
9.88
1313
133
Supply and fixing of 2 ways bell indicator on polished MDFEG / Teak ply board including making connections etc. complete in all respect.
24.69
8677
351.5
Supply and fixing danger board fabricated from 10 gauge
M.S. Sheet as per I.E. Rules.
5.93
478
80.75
Supply and fixing of 32A 240 volts I.C. cut out of approved make on the Metre board or polished MDFEG / Teak ply board. complete in all respect.
9.88
938
95
Supply and fixing of 63A 240 volts I.C. cut out of approved make on the Metre board or polished MDFEG / Teak ply board. complete in all respect.
9.88
1547
156.75
Supply and fixing of M.S. box of size 600mm x 480mm x 200mm deep in sunk for housing BDB/TPN fabricated from 16 gauge M.S. Sheet and 13mm x 2.5mm flat iron etc. painted outside with red oxide primer and inside with synthetic enamel paint complete in all respect.
4.94
6192
1254
Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect.
199.48
26530
133
Add extra to item (1116) for 15cm or part thereof for room height from 3.5 to 5.00 metres.
9.88
375
38
Erection and testing of exhaust fan on the existing hole
with suitable size of rag bolts, nuts and washers etc., complete in all respect.
14.81
2744
185.25
Making hole in the wall for exhaust fan and finishing properly complete in all respect.
14.81
5277
356.25
Supply and fixing of fan hook fabricated from M.S. rod for ceiling fan each.
19.75
2532
128.25
Supply and fixing of crimping, solderless, copper tin electroplated lugs of Dowells/Ismail make suitable for 1.5 sq.mm to 2.5 sq.mm cables, including tapping with insulating tape, complete in all respect.
148.13
2110
14.25
Supply and fixing of fire bucket, round bottom made of
G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge.
9.88
4596
465.5
Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work.
1.98
572
289.75
Supply and fixing of 600mmx 600mm size polished MDFEG / Teak ply cover fabricated from 19mm thick block board with one phase polished, fixed with 75mm hinges on to 65mm x 20mm size PMDFEG / Teak wood chowkhat including aluminium anodized handle of
suitable size kunda, chhapka, etc. with all material labour T&P etc. required for proper completion of work.
1.98
1763
893
Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality.
4.94
11962
2422.5
Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer.
103.69
33491
323
Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal modular socket switch on concealed M.S box including supply of all material, labour T&P etc. required for proper completion of work.
19.75
11726
593.75
Supply and fixing of 2 metres high cage fabricated with 3mm thick expanded metal fixed on 50mm x 50mm x 6mm angle iron frame having vertical members spaced at 1 to 1.25 mts and horizontal members spaced at 1 mt. The vertical members shall be grouted in floor and horizontal
members in the wall to a depth of 300mm with ends forked. The cage shall have 2000mm x 1000mm size one leaf door with locking device having door frame fabricated with 35mm x 35mm x 6mm angle iron and 3mm expanded metal duly fixed with the cage member with hinges etc. The cage shall be painted with red oxide primer and synthetic enamel paint. The job includes all materials, labour, T&P etc. for proper completion of work.
9.88
11961
1211.25
Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.
1.98
281
142.5
Supply and fixing of G.P. Modular switch box for 1 / 2 Module of approved make made up of 1.0 mm thick ISI Marked G.P.sheet including adjestable Nakka and holes plugged with PVC Nylon Caps . Two or more holes for pipe entry of 25.4 mm on upper and lower sides of the box. Holes should be semi-shuttered type and fitted with heavy brass Earth Piller duly screwed & brand name should be embossed. Box flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all
materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge.
39.5
4315
109.25
Same as in item no 1152 (A) but for 3 Module
59.25
6754
114
Same as in item no 1152 (A) but for 4 Module
29.63
3658
123.5
Same as in item no 1152 (A) but for 6 Module
138.25
19043
137.75
Same as in item no 1152 (A) but for 8 Module
49.38
8208
166.25
SSame as in item no 1152 (A) but for 12 Module
59.25
11257
190
Same as in item no 1152 (A) but for16 Module
29.63
5910
199.5
Same as in item no 1152 (A) but for 18 Module
39.5
9756
247
Supply and fixing of electronic fan regulator( Modular) 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work.
1.98
970
491.15
Supply and fixing of single phase multifunctional electronic energy meter 10 to 60 Amp. capacity fitted in integral box on wall complete in all respect .
0.99
1593
1613.1
As in item no.1301(B) but in 20mm dia. heavy duty (2mm thick) PVC conduit with one number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside
the conduit.
49.38
5816
117.8
As in item no.1302(B) but in 20mm dia heavy duty (2mm thick) PVC conduit with 2 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity
wire drawn inside the conduit .
49.38
7223
146.3
As in item no.1303(B) but in 25mm dia heavy duty (2mm thick) PVC conduit with 2 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single
core copper conductor cable as earth wire drawn inside the conduit.
49.38
9475
191.9
As in item no.1304 (B) but in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor as earth continuity wire.
49.38
6238
126.35
As in item no.1305(B) but in 20mm dia. heavy duty (2mm thick) PVC conduit concealed in the wall with 2 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as
earth continuity wire drawn inside the conduit.
49.38
7880
159.6
As in item no.1306(B) but in 25 mm dia heavy duty (2 mm thick) PVC conduit with 2 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit .
49.38
9803
198.55
As in item no.1307(B) but in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect.
345.63
39729
114.95
As in item no.1308(B) but in 20 mm dia heavy duty (2mm thick) PVC conduit with 2 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect.
148.13
22515
152
As in item no.1309(B) but in 25 mm dia heavy duty (2mm thick) PVC conduit with 2 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside
the conduit.
118.5
22965
193.8
As in item no.1313(B) but in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in
all respect.
444.38
44326
99.75
Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.
CAT- AAA
19.75
14447
731.5
Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.
CAT- AAA
19.75
25329
1282.5
Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.
CAT- AAA
641.88
1140290
1776.5
Supply and fixing of recess/surface mounting round
24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects.
CAT- AAA
79
262675
3325
Supply and fixing of recess/surface mounting round
24 to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set complete in all respect.
CAT- AAA
9.88
34241
3467.5
Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect.
CAT- AAA
79
89309
1130.5
Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP 65 and above Protection . complete in all respect.
CAT-AAA
39.5
52535
1330
Supply and fixing of Single LED light wall bracket 3 to 6 Watt on matching M.D.F.E.G Board base etc. complete in all respect.
CAT- AAA
118.5
292695
2470
Supply & Fixing of 20 Watt LED Surface Mounting weather proof Luminaire with PC Housing and opal finish cover confirming to IP 65 Complete in all respect.
CAT- AAA
19.75
38087
1928.5
Supply & Fixing of 40 Watt LED Surface Mounting weather proof Luminaire with PC Housing and opal finish cover confirming to IP 65 Complete in all respect.
CAT-AAA
9.88
21483
2175.5
Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect.
CAT-AAA
4.94
21344
4322.5
Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 70 to 90 Watt. Confirming to IP 65 protection complete in all respect.
CAT-AAA
4.94
33353
6754.5
Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 100 to 120 Watt. Confirming to IP 65 protection complete in all respect.
CAT-AAA
1.98
16604
8407.5
Supply, Installation, Testing and Commissioning of 1200 mm sweep,
BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC)
Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2
nos. canopies, shackle kit, safety rope, copper winding, Power Factor
not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery
minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),
THD less than 10%, remote or electronic regulator unit for speed
control and all remaining accessories including safety pin, nut bolts,
washers, temperature rise=75 degree C (max.), insulation resistance
more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC
Supply, earthing etc. complete as required.
1.98
4041
2046.27
S/ F powder coated of approved shade GI Cable Trays
-
-
-
Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts etc. as required.
-
-
-
100 mm width X 50 mm depth X 1.6 mm thickness
22.71
11385
501.45
150 mm width X 50 mm depth X 1.6 mm thickness
19.75
10599
536.68
300 mm width X 50 mm depth X 1.6 mm thickness
19.75
14255
721.82
450 mm width X 62.5 mm depth X 2.0 mm thickness
19.75
23300
1179.79
600 mm width X 62.5 mm depth X 2.0 mm thickness
19.75
28260
1430.89
750 mm width X 62.5 mm depth X 2.0 mm thickness
19.75
33411
1691.73
S/ F powder coated of approved shade GI Cable Tray Bends
-
-
-
Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Bends"(Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts etc. as required.
-
-
-
100 mm width X 50 mm depth X 1.6 mm thickness
4.94
4289
868.73
150 mm width X 50 mm depth X 1.6 mm thickness
4.94
4700
951.93
300 mm width X 50 mm depth X 1.6 mm thickness
4.94
6854
1388.17
450 mm width X 62.5 mm depth X 2.0 mm thickness
4.94
12021
2434.54
600 mm width X 62.5 mm depth X 2.0 mm thickness
4.94
13813
2797.32
750 mm width X 62.5 mm depth X 2.0 mm thickness
4.94
17906
3626.32
S/ F powder coated of approved shade GI Cable Tray Tee's
-
-
-
Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee"(Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts etc. as required.
-
-
-
100 mm width X 50 mm depth X 1.6 mm thickness
1.98
1964
994.65
150 mm width X 50 mm depth X 1.6 mm thickness
1.98
2047
1036.63
300 mm width X 50 mm depth X 1.6 mm thickness
1.98
3191
1616.03
450 mm width X 62.5 mm depth X 2.0 mm thickness
1.98
5626
2849.04
600 mm width X 62.5 mm depth X 2.0 mm thickness
1.98
7108
3599.34
750 mm width X 62.5 mm depth X 2.0 mm thickness
1.98
8426
4266.44
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as
required.
-
-
-
1 Pair
197.5
4589
23.24
2 Pair
79
2250
28.48
3 Pair
19.75
799
40.48
Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing
surface/ recessed steel/ PVC conduit as required.
98.75
3478
35.23
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but
excluding modular plate etc. as required.
-
-
-
Telephone socket outlet
14.81
1643
110.93
Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
-
-
-
1 run of cable
148.13
6328
42.72
2 run of cable
246.88
17764
71.96
3 run of cable
79
7934
100.44
Supply, installation, Testing & Commissioning of 36W recessed mounted LED fixture 600mm x 600mm (2x2) recessed mounted LED fixture with CRCA powder coated housing high efficency PMMA diffuser complete with electronic driver, P.F0.9, THD10%, rated life of L-70 @ 40,000 having minimum lumens output of 3600 lumens & efficacy better than 100 lumens/watt with CRI 80 including making suitable arrangement as per recomondations of manufacturer for fixing on surface & connection with 3 x 1.5 sq.mm pvc insulated Flame Retardent- LSZH copper conductor cable etc, as required.
4.94
14556
2947.85
Supply, installation, Testing & Commissioning of 36W surface mounted LED fixture 600mm x 600mm (2x2) recessed mounted LED fixture with CRCA powder coated housing high efficency PMMA diffuser complete with electronic driver, P.F0.9, THD10%, rated life of L-70 @ 40,000 having minimum lumens output of 3600 lumens & efficacy better than 100 lumens/watt with CRI 80 including making suitable arrangement as per recomondations of manufacturer for fixing on surface & connection with 3 x 1.5 sq.mm pvc insulated Flame Retardent- LSZH copper conductor cable etc, as required.
4.94
20565
4164.8
Supply and fixing of recessed mounting LED swivel type COB downlighter, having color temp upto 6500K & having 20000 burning hrs life with minimum @ L 70, system lumen output should be minimum with efficacy80lm/W. LED driver PF 0.9, THD 20% & surge protection 5KV. The colour rendering index of LED light should be more than 70. Housing made of pressure die cast aluminium / CRCA powder coated frame with glare free diffused polycorbonate cover. Submission LM 80-08 Form LED Source Manufacturer & LM79-08 / IS16106 from NABL approved lab. Manufacturer manadatory. i/c connection wire, testing etc. to complete the job. Guarantee as per tender agreement condition.
-
-
-
3W
1.98
2304
1166.6
6/7W
1.98
2305
1167.55
9W
1.98
2896
1466.8
12/15W
1.98
3793
1920.9
18/20W
1.98
5488
2778.75
22/24W
1.98
7050
3570.1
Supplying, fixing & testing of approved make flexible LED strip comprising of 60 LED per meter W/O driver for direct mounting complete with all accessories including connection lead, fixing, connection as required. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job.
-
-
-
Flexible LED strip 24Watt/25Watt - 5 M indoor cove light W/O Driver IP 20 -33
9.88
11595
1174.2
Flexible LED strip 72Watt/75Watt - 5 M indoor light W/O driver IP 20 - 33
9.88
17439
1766.05
Supplying, fixing & testing of approved make Power supply for LED strip
-
-
-
Power supply 25Watt/30Watt for LED strip IP25/IP33
9.88
5000
506.35
Power supply 72Watt/75Watt for LED strip IP25/IP33
9.88
9568
969
SITC of approved make 20w Track-mounted round focus light with moveable base. Fully adjustable with aluminium housing (including driver casing). 40⁰ beam angle
39.5
260948
6606.3
SITC of suitable TRACK 3 Line 1 Meter (BLACK), for rated voltage 220-240V/AC, 50Hz. Supply type : 3 Wire having track Line Material 2mm round Cu Wire.
138.25
223011
1613.1
SITC of36w Mono chrome flood Light Wattage : 36W CCT : 3000k
Beam Angle : 15 Control : On-off IP Rating : IP66
Voltage Input : AC220V
4.94
137589
27863.5
SITC of 12w Mono chrome flood Light Wattage : 12W CCT : 3000k
Beam Angle : 15 Control : On-off IP Rating : IP66
Voltage Input : AC220V
4.94
85879
17391.65
SITC of 24w Linear Wall Washert Wattage : 24W
Operating Voltage : DC24V/AC 100-277v 50-60Hz CCT : 3000K
Beam Angle : 10x30° IP Rating : IP66
Operating Temperature : -40 to 50°C
4.94
92419
18715.95
SITC of Neon Flex Wattage : 12W Operating Voltage : DC24V
CCT : 3000K IP Rating : IP67
Operating Temperature : -40 to 50°C
4.94
36299
7351.1
Supplying of Mettalic Body Exhaust Fan heavy duty 230V A.C 50 cycles, 300 mm sweep, energy efficient, complete erected in position with all accessories.
7.9
19295
2442.45
Supplying, erection and testing of approved make wall
mounting fan oscillating type with base, blades, guard, speed
regulator etc. AC 230-250 volts with connections and
including raw bolt/anchor hole fastener etc. complete finished
and as required. 400 mm sweep
4.94
11624
2354.1
Supply, installation testing and commissioning RJ - 45 computer jack cat 6
with shutter modular (1Module)
-
-
-
RJ - 45 computer socket cat 6 tool less
connection (1Module)
9.88
2195
222.3
Supply, installation testing and commissioning of wall mounting rack, for
computer switches complete as mentioned below :-
-
-
-
6U cabinet 300X600X500, wall mounting with 6 point 5 Amp. socket
power supply strip and fan, tray.
4.94
32706
6623.4
12U cabinet 600X600X500, wall mounting with 6 point 5 Amp. socket power supply strip and fan, tray.
1.98
17345
8782.75
42U cabinet 1900X600X1000, floor mounting
with power supply and fan, tray, equipment
support angle, vertical cable manager, 12 point
5Amp. vertical power strip, earthing continuity
kit, castors (1 set of 4 nos.), captive H/W set of
10, fan tray with 4 fan, for computer
0.99
32851
33250
Supply and fixing of advance- ESE Type lightning protection system includes Armour 60 :Early Streamer emission (60) : Level 4 Radius of Protection : 107mtrs as per NFC 17-102-2011 with 6 mtr mast,guy wire set, connecting flange, 50 sqmm downconductor Cabel with all accessories, copper test link, Adlec 6 digit counter and 2 sets of "A’CBR/UT-34/10 -250 - Copper Bonded Rod 17.2 mm Dia 3 Mtrs long 254 Micron Coated with U bolt Earthing Compound Carbolite 25 Kg Bag 2 bags per pit with heavy duty rust free cover.
0.99
211842
214415
LT PANEL
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SUB-HEAD- I- LT PANEL
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ALL LT PANELS SHALL HAVE SPECIFIC INCLUSIONS:
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The outgoing feeders as indicated below shall have suitable range of followings (except capacitor feeders).
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All MCCB's shall be suitable for unless otherwise specified in the item (Icu=Ics= 1 sec=100%.)
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All Outgoing Feeders of Main LT panel shall have Digital Multifunction Meter with Control SP MCB
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Necessary control and firing card with proper control wiring and lugs of the required rating to be provided.
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Each Incomer shall have Surge Protection Device.
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Wiring with control MCB's shall be provided for all vertical sections of main LT panel.
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All incoming as well as outgoing feeders shall have locking facility.
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Suitable danger board shall be provided.
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All MCCB’s shall be provided with front rotary handle and operating mechanism for door interlock with Pad locking of MCCB’s handles in “OFF” Position.
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The Panel fabricator shall provide Al./ Copper Bus-bars link from Breakers wherever more than two nos. of cables are terminated in the breakers.
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All incoming and outgoing air circuit breakers shall be placed on middle portion of the vertical in single tier formation.
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All distribution sub panels shall be provided with class 0.5 accuracy meters as well as CTs.
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All hinged door shall be earthed through 2.5 sq mm tinned braided copper wire.
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Panels shall be Powder Coated with Siemens grey paint shade no. RAL-7032 of IS-5.
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All motor feeders MCCBs shall be of motor duty.
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Supporting/Base rigid steel framework.
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TPN ACB’s / MCCB’s shall mean 3 pole ACB’s / MCCB’s with adequate size of neutral link.
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Final rating & various parameter, in addition to the specified above shall be selected on the bases of ambient conditions at site, approved equipments rating, client specific requirements, standards specified in the tender, requirement for the NOC from various statutory authorities & as per detail designed stage calculations.
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All Back access panel shall be housed with encapsulated Spark gap based class-1/type-1 SPD with in built fuse for each incomer at each Bus Section of 100kA 10/350mS as per IS/IEC 62305-3 LPL-I. All front operated panel/Sub panels shall be housed with Mov based class-2/type-2 SPD with in built fuse for each incomer at each Bus Section of In 10kA & Irms 20kA 5/20mS as per IS/IEC 62305-3 LPL-I.
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Supplying, Installation, Testing & Commissioning of MAIN RAW POWER ELECTRICAL PANEL ( AS PER SLD )
0.99
422370
427500
Supplying, Installation, Testing & Commissioning of MAIN EMERGENCY POWER ELECTRICAL PANEL ( AS PER SLD )
0.99
313294
317099.55
Supplying, Installation, Testing & Commissioning of MAIN UPS POWER ELECTRICAL PANEL ( AS PER SLD )
0.99
75088
76000
Fire Detection
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Supplying, installation, testing & commissioning of heat detector operating at 54ºC/57ºC with rate of rise cum fixed temperature (dual thermistor) type with mounting base complete with all connection etc. as required.
3.95
3170
802.77
Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required.
83.94
72541
864.23
Supplying, installation, testing & commissioning of manual call box of ABS type in surface/recess with stainless steel chain & hammer assembly complete with glass and
push button etc. as required.
5.93
1811
305.82
Supplying, installation, testing & commissioning response indicator on surface/recess MS box having two LEDs metallic cover complete with all connections etc. as required.
87.89
12911
146.91
Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in A.B.S. box with hinged cover plate & suitable for operation with
amplifier i/c line matching transformer etc. complete as required.
5.93
2180
368.03
Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required.
0.99
670
678.34
Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required.
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6 Zone
0.99
9018
9128.02
Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in
approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required. 10 Zone panel for fire alarm system
250 Watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all accessories as required - 2 Nos.(one to act as standby)
Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set. Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc. complete as required -1 set. Amplifier change over switch for inter changing amplifier -1 No.
Monitor panel for loudspeaker complete with output selector, ON/OFF switch, fuse, visual indications etc. complete as required- 1 No.
0.99
52126
52760.08
Gooseneck microphone with stand and ON/OFF switch- 1 No. Main ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters, terminal blocks etc. complete as required -1 set.
Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos.12 volt, 60 AH each sealed maintenance free batteries -1 set.
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CABLING & WIRING
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Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required.
839.38
225865
269.09
Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer
sheath complete as required.
118.5
15366
129.67
Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler
etc. as required.
118.5
4707
39.73
GST Extra As per Applicable
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