Industries And Commerce Department Tender
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Costs
EMD
₹ 30,84,800Document Cost
₹ 30,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ICD_40154_1Tender No
ECF No.311465/648 dated 29.10.2024Tender Authority
Industries And Commerce Department ViewPurchaser Address
-Website
http://https://industries.assam.gov.in/
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Documents
BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil
2316.77
-
-
Brick soling in foundation:
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2393.05
-
-
Plain Cement Concrete (PCC)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
198.92
-
-
Formwork
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
3020.93
-
-
Formwork
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
2666.13
-
-
Formwork
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
2003.76
-
-
Reinforced Cement Concrete (RCC)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
560.26
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
220.34
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more
82056.75
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
420.49
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
5484.6
-
-
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.
810.87
-
-
Cement Plaster (in fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :
1:4 (1 cement: 4 fine sand)
9174
-
-
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
9933
-
-
INTERNAL ROAD
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
By Mechanical Means
In area of non-thorny jungle
4.2
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
Private Land
12757.5
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading I Material
1575
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material
1575
-
-
WBM Grading 1
Using stone screening Type-A 13.2 mm for Gr.I
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.
1181.25
-
-
WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
By Mechanical Means
1181.25
-
-
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means.
Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m
5512.5
-
-
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means.
Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
5512.5
-
-
Haulage excluding Loading & Unloading.
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
Surfaced Road
5512.5
-
-
Haulage excluding Loading & Unloading.
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
Unsurfaced Gravel Road
5512.5
-
-
Inter locking concrete Block pavement
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
Including Edge block/ Edge restraints
15750
-
-
RCC DRAIN
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil
Upto 3 m depth
5040
-
-
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Earth filling (For marshy soil)
1008
-
-
Brick Soling
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
5040
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
With natural Gravel
P.C.C Grade M15
Nominal mix 1:2.5:5
378
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
With Crushed Stone
RCC Grade M 20
For height upto 5 m
2016
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
170.29
-
-
RCC BOX CULVERT
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil
Upto 3 m depth
643.5
-
-
Brick Soling
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
429
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
With natural Gravel
P.C.C Grade M15
Nominal mix 1:2.5:5
32.18
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
With Crushed Stone
RCC Grade M 20
For height upto 5 m
331.89
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
14.89
-
-
ADMINISTRATIVE BUILDING
-
-
-
BUILDING WORKS
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil
339.37
-
-
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.
333.39
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
40.98
-
-
Treatment of soil under using chemical emulsion @ 0.5 litre per sqm, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
170
-
-
Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with betonies solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured up to bottom of pile cap). 450 mm Dia Pile
720
-
-
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Initial vertical load test for single pile
1
-
-
Routine vertical load test for single pile
1
-
-
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Group of two or more piles. Initial test (Test Load 2.5 times the Safe capacity)
1
-
-
Routine test (Test Load 1.5 times the Safe capacity)
1
-
-
Treatment of soil under using chemical emulsion @ 0.5 litre per sqm, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
170
-
-
Brick Soling: Dry brick pitching half brick thick including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
168.75
-
-
Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.
37.63
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
36.4
-
-
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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
90.1
-
-
All works above plinth level upto floor V level 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
58.79
-
-
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. M25 suspended floors, beams etc
88.35
-
-
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.
28.27
-
-
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.
16.59
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-
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
176.5
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform etc.
362.35
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
473.46
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-
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
187.29
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
24
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).
8.09
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-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
0.99
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand)
912.6
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
2265.44
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)
686.43
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-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
2951.86
-
-
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification: Two or more coats on new work.
2937.27
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-
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
686.43
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
17.88
-
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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., complete. Size of Tile 600x600 mm
221.2
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-
Providing and laying Vitrified tiles in floor in different sizes (thickness tobe spec ified 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 600 x 600 mm
23.81
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-
Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete.
175.58
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-
Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of thebuilding allcomplete as per the architectural drawings with 18mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cementslurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge.(Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent)
172.42
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-
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
118.92
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-
Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.
42.54
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-
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 all colour and texture except black, Cherry/ Ruby red. Area of slab over 0.50 sqm
13.69
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-
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.
15
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-
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of requiredsize comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximumtoxicity index of 12 for 100 gms) having minimum density of650 kg/cum and screw withdrawal strength of 1800 N (Face) &900 N (Edge), minimum compressive strength 50 N/mm2,modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class A category with property of being termite/borerproof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary fullbody threaded star headed counter sunk S.S screws, all asper direction of Engineer-In- Charge. (Note: stainless steel butthinges and necessary S.S screws shall be paid separately): 35 mm thick
61.88
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-
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).'
Frame size 65 x 100 mm-Door
159.75
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-
Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I). On one side only
61.88
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-
Providing and fixing factory made uPVC white colour casement/ Casementcum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm)
7.5
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-
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
2.1
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Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Two track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)
27.36
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-
Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.
3.24
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-
Providing and fixing 25 mm thick shutters for cup board etc. Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws
17.28
-
-
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.
205.2
-
-
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading
13.68
-
-
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.)
268.5
-
-
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
18
-
-
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
5.36
-
-
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.
173.78
-
-
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., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against 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. (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 insqm. 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 (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 he 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 forAir 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 WaterPenetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml . Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as perASTME-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
11.29
-
-
Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on interlocking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanized mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles
77.56
-
-
Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and L sections suitably fixed according to tile size as per direction of Engineer-in-charge.
11.52
-
-
Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 20 mm dia
14.4
-
-
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.
36
-
-
PH WORKS
-
-
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, 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 :
W.C. pan with ISI marked white solid plastic seat and lid
9
-
-
Providing and Placing on Terrace High Density Polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank : 500 lItre Capacity
5
-
-
2500 litre Capacity
1
-
-
Supply, Installation, Testing & Commissioning of Electric Water Geysers 15 Litre along with electrical wiring, conforming to IS : 2082, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
2
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
9
-
-
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, ncluding painting of fittings and brackets, cutting and making good The walls wherever required :
610x510 mm bowl depth 200 mm
6
-
-
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
9
-
-
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
15
-
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete
4
-
-
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl Plugs etc., complete.
4
-
-
Providing all materials, labour,T&P and fittings and fixing of different water supply fittings (Quarter Turn or as specified) as per IS specification & approved make in all floor of following sizes and specification with leak proof threaded joints with thread seal tape or any other method as required and directed including all duties, transportation etc., testing and rectification of defects after testing complete as per direction of Engineer-in charge.
20 mm CP concealed stop cock with adjustable wall flange.
9
-
-
15 mm CP 2 way short Body Bib Cock with wall flange
9
-
-
15mm CP Angular Stop Cock
37
-
-
CP Pillar Cock
9
-
-
Shower with arm & wall flange
7
-
-
Health Fucet long with CP Hook . Element Health Faucet with 1.2 M
SS Flexible Tube & Wall Hook
9
-
-
Towel Bar 600 mm long .
9
-
-
Toilet paper Holder with cover
9
-
-
Soap Dish
15
-
-
SS Grating with/without waste pipe hole
31
-
-
Sink cock with regular swinging spout (Wall mounted) with wall flange.
6
-
-
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
16
-
-
20 mm nominal dia Pipes
85
-
-
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
25 mm nominal dia Pipes
355
-
-
32 mm nominal dia Pipes
10
-
-
40 mm nominal dia Pipes
30
-
-
Providing all materials, labour, T&P for fitting & fixing of following uPVC Ball Valves confirming to per ASTM D-2467 in all floor & fixing with the pipes after cutting the pipes to required shape & size including wastage etc. of following nominal diameter, all complete including testing the joints with required water pressure.The cost inclusive of all ,duties,transportation scaffolding etc. all complete as per specification and direction of Engineer-in-charge. 25mm dia
10
-
-
40 mm dia
4
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc Exposed on wall (for supply to OHT)
40mm Dia nominal bore
110
-
-
Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately)
1
-
-
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof
20
-
-
Supplying all materials, labour, T&P, fitting and fixing uPVC SWR pipes of approved make confirming to IS-13592/1992, both below & above ground level or fixing on wall surface in all floors including all , duties, transportation & scaffolding etc. all complete as per specification & direction of the Engineer-in-charge. 110 mm SWR pipe (Type-A & B)
108
-
-
75 mm SWR pipe (Type-A &B)
77.5
-
-
Supplying all materials, labour, T&P, fitting and fixing of following dia uPVC SWR (Ringfit) fittings of approved make confirming to IS-14735 in all floor with all duties, transportation & requisite testing as per specification & direction of EIC.
110mm Single Y
9
-
-
110 mm 900 Bend
14
-
-
110mm coupler
9
-
-
110x75mm Floor Trap
14
-
-
75mm Single Y
9
-
-
75mm Single Y with Door
4
-
-
75 mm 450 Bend
15
-
-
75mm coupler
14
-
-
75mm Single TEE
15
-
-
75 mm 87.50 Bend with door
15
-
-
110x75mm Multi Trap
9
-
-
110/75mm pvc clip
60
-
-
110/75mm cowl
10
-
-
Lowering and lifting of Submersible pump for locations of domestic water supply point, conforming to IS:11346(2002) 1 HP
1
-
-
Supply and installation of an iron removal filter system of 2200 LPD.
1
-
-
INTERNAL WIRING
-
-
-
Wiring to light, ceiling fan, exhaust fan, call bell, & 6A On board with 1.5sqmm FRLS PVC insulated 1100 volt grade multistranded copper conductor wire for phase, neutral and earth continuity conductor run inside 2mm wall thick ISI mark FRLS rigid PVC conduit pipe surface or recessed in wall/ column/ ceiling / above false ceiling / under the floor of the building including supply of materials such as clip-in type modular switches, metallic concealed box, wire, , junction box etc as per the electrical layout drawing & technical specifications complete with making good to the damages caused as required and as per direction of Engineer-in-charge. Single light point controlled by one 6A switch
58
-
-
Ceiling Fan Point
32
-
-
6A Socket & switch on existing Switch board,
31
-
-
2way 6A switch (1No 2Way Switch)
2
-
-
Supply, delivery, installation & testing of suitable size Separate metallic concealed box with modular plate and cover in front on surface including following type plug boards with interconnections and making good the damages caused complete as required and as per direction of Engineer-in-charge.
RJ 45 data boards consisiting of 1 no RJ45 2 Modules toolesss with shutter on metallic concelaed box.
5
-
-
2x6 ampere plug boards consisting of a 2nos 6 amp clip-in type modular shuttered plug socket and 2nos 6 A clip-in type modular switches fixed on metallic concealed box connections etc.
5
-
-
6 / 16 ampere plug boards consisting of a 6/16 amp clip-in type modular shuttered plug socket fixed on metallic concealed box
21
-
-
Supplying and fixing of AC boards consisting of 25A Modular switch with 16A Moular socket in indivisual Modular G.I Box making good the damages caused complete as required and as per direction of Engineer-in-charge.
10
-
-
Supplying and fixing 3 pin, 6 amp ceiling rose including
connections etc. as required, as per drawing and as per the direction of Engineer in charge ,DSR-1.33
32
-
-
Supplying and fixing suitable size metallic concealed box with modular plate and cover in front on surface or in recess, including providng and fixing 1 no. Stepped type Modular Fan regulator (2 module), connections etc. as required. as per drawing and as per the direction of Engineer in charge
14
-
-
Wiring for circuits & submain with following number & sizes of FRLS PVC insulated 1100 volt grade multistranded copper conductor wire run inside 2mm thick PVC conduit pipe recessed in ceiling/ column/ walls of building including supply of all materials such as wires, PVC conduit, junction box & pull box etc complete with making good the damages caused as required and as per direction of Engineer-in-charge.
2 numbers single core 1.5 sqmm copper wire for phase & neutral and 1 number single core 1.5 sqmm copper wire for earth continuity conductor.( for point wiring beyond 5mtrs long & 6A Switch Socket (Sep. board ) & 2nos 6A Switch Socket (Sep. board )
350
-
-
2 numbers single core 2.5 sqmm copper wire for phase & neutral and 1 number single core 2.5 sqmm copper wire for earth continuity conductor.
290
-
-
2 numbers single core 4.0 sqmm copper wire for phase & neutral and 1 number single core 4.0 sqmm copper wire for earth continuity conductor.
210
-
-
2 numbers single core 6.0 sqmm copper wire for phase & neutral and 1 number single core 6.0 sqmm copper wire for earth continuity conductor.
170
-
-
Installation ,Testing, Commissioning of ceiling Light/ LED Tube Light/bulk Head Light fittings of all sizes and shapes containing upto two LED lamps per fitting, complete with all accessories including connections etc. as required as per drawing and as per the direction of Engineer in charge 20 Watt LED Tube Light
10
-
-
36 Watt LED Recessed Light
6
-
-
6 Watt LED Recessed Light
12
-
-
15 Watt LED Recessed Light
63
-
-
Supply, installation, testing and commissioning of BLDC ceiling fan & exhaust Fan including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insula ted, copper conductor, single core cable, . as required, as per drawing and as per the direction of Engineer in charge 1200 mm sweep
14
-
-
150mm sweep
18
-
-
Supply, delivery, installation, testing & commissioning of L.T. indoor wall mounted double door type distribution boards of original factory made enclosures of the same brand as the MCB conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge.
BDB (14way SPN DB) (IP-43 IK 09 with Metalic Door)
2
-
-
BDB (6way SPN DB) (IP-43 IK 09 with Metalic Door)
6
-
-
Supply, delivery, installation, testing & commissioning following rating, four pole, (three phase and neutral), 415 volts, Residual current Circuit Breaker " (RCCBs), having a sensitivity current 100 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required and as per direction of Engineer-in-charge. 25A
2
-
-
Supply, delivery, installation, testing & commissioning following rating, Double pole, ( phase and neutral), 230 volts, minature Circuit Breaker " (MCB), in the existing MCB DB complete with connections, testing and commissioning etc. as required and as per direction of Engineer-in-charge. 32A
6
-
-
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
6 amps to 32 SP MCB 10KA 'C'
53
-
-
RCC HUME PIPE: 300mm NP2 class
30
-
-
PVC CONDUIT: 25mm
350
-
-
20mm
270
-
-
LT Panel: Design Supply, delivery, installation, testing & commissioning of Building LT PANEL Panel Wall/ floor mounted type distribution boards with Suitable AL Bus Bar ,Indication Lamp ,Selector Switch ,Voltmeter made out of 2mm thick CRCA sheet metal cubicle fixed on m.s. channel base, duly acid treated for derusting, primered and painted with 2 coats of enamel paint of approved shade, dust, damp & vermin proof, proper IP rating & having hinged double door, slope top on these enclosures and control panels provide protection from dust, dirt, oil and strong jets of water. This indoor electrical control panel is the solution for weatherproof applications and use in corrosive environments and compartmental arrangement for each equipment, each outgoings & busbar chamber on the top of the panel running horizontally, having provision for cable/ conduit top/bottom entry, earthing studs as per specification mentioned below duly factory wired conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge.
Incommer :1no-160A MCCB ,25KA,4P
AL Bus Bar 200A
Out Going:5Nos -63A MCB,10KA,'C'
1
-
-
Inverter and Battery
PVC CONDUIT
1
-
-
FIRE FIGHTING WORKS
-
-
-
Supplying & fixing of powder type fire extinguisher (stored pressur type confirming to IS:15683:2006) 6 Kg. capacity with initial refill of ISI marked ABC power completed with squeeze grip, release valve, discharge pipe, pressure gauge, locking safety clip, mounting bracket etc. i/c fixing on wall etc. as required.
4
-
-
Supplying & fixing of Co2 type fire extinguisher CO2 type Fire Extinguisher 4.5 kg capacity with Brass forged Screw down wheel type valve, Aluminium Syphone initial gas charged as per IS 15222, bend pipe & Horn & complete with accessory mfd to IS:15683 with BIS mark , MTC & PESO certificate completed with squeeze grip, release valve, discharge pipe, pressure gauge, locking safety clip, mounting bracket etc. i/c fixing on wall etc. as required.
3
-
-
AIR CONDITIONING SYSTEM
-
-
-
Supply, delivery, installation & testingof Split AC ,BEE 5 star rated as with all fitting as Refrigerant pipe, dranage pipe ,Outdoor bracket, Stabilizer (130-270V)and all other accessories per drawing and as per the direction of Engineer in charge: 1.00 TR
3
-
-
1.45 TR
2
-
-
Supply, delivery, installation & testing of AC boards consisting of 1 No 25-A Modular stater switch and 1 No 25A Moular socket in indivisual Modular G.I Box making good the damages caused complete as required and as per direction of Engineer-in-charge.: 1.00 TR
3
-
-
1.45 TR
2
-
-
MS GATE
-
-
-
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 - MS GATE
831.98
-
-
Providing, hoisting , fixing in positionand applying a priming coat of approved steel primer, including welding- MS Sheet(6mm thick)
217.67
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work - MS GATE
36.42
-
-
SEPTIC TANK & SOAK PIT
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil
Upto 1.5 Mtr Depth
78.03
-
-
From 1.5 Mtr to 3.0 Mtr Depth
5.82
-
-
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.
64.18
-
-
Disposal of surplus/ excavated materials by mechanical means within 1km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge
19.67
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1.85
-
-
Plain Cement concrete (1:4:8)in foundation and floors using 4cm(1½”) size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick in each layer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge.
11.41
-
-
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 upto plinth level
Concrete of M30 grade with minimum cement content of 350 kg /cum
0.86
-
-
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.
0.09
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
1.89
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform etc.
0.86
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).
6.09
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
30.45
-
-
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage- For vertical surface two coats @ 0.70 kg per sqm .
For vertical surface two coats @ 0.70 kg per sqm
22.33
-
-
Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910, on 12 mm dia steel barconforming to IS: 1786, having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165 mm withminimum 112 mm space between protruded legs having 2 mm tread fixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per designon top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as perstandard drawing and suitable to with stand the bend test andchemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after.
5.32
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-
Providing and fixing 600mm dia Cast Iron Precast Concrete Manhole cover over UGR including cost, conveyance, taxes of all materials, cost of all labour, labour cess, T&P, etc. complete as per the direction of Engineer-in-Charge.
1
-
-
Providing, fixing, jointing, testing and commissioning of HDPE (DWC) polymer corrugated from outside underground Drainage Pipe conforming to IS : 16098 with all fittings such as bends, tees, elbow. The wall thickness of pipe and technical characteristic conforms to IS : 16098 type Part II SN8 . The jointing to be completed with rubber ring joint. Including lowering in trenches, laid to correct levels up to required depth, testing of joints and connection with the respective manhole complete in all respects as per the direction of engineer in charge. HDPE (DWC PIPE) - 200 MM DIA
112
-
-
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
8
-
-
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
1.68 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
3
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-
TUBE WELL
-
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-
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, beyond 90 metre & upto 150 metre depth below ground level.
300 mm dia
All types of soil
30
-
-
Rocky strata including Boulders
80
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required
dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
150 mm Nominal Size Dia.
80
-
-
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. 150 mm Nominal Dia.
30
-
-
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.
5.83
-
-
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
24
-
-
Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
160
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB Distribution board, 415V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4+12), Double door
1
-
-
Supplying and fixing following rating, four pole (3 phase and neutral), 415 V,Residual current circuit breaker (RCCB), having a sensitivity current 30mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40A
1
-
-
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
-
-
Supply with fitting, fixing of 12 Watt LED Bulb 3 star range
3
-
-
POLYCAB PVC/Xipe Insulated and PVC Sheated Industrial 3 core flat Submersible cable with Bare Bunched copper Conductor for Submersible pump motors with Voltage grade 1100 V as per IS:694/2010, 4 sq mm/EQUIVALENT
20
-
-
Supplying including installation, connection as approved by the Deptt., testing and commissioning of SUBMERSIBLE PUMP SET 3 (Three Phase) with steel cable rope and submersible cable complete as directed and specified by the deptt. Three phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guar suitable for 100 mm bore well and above. 7.5 HP STAGE 40/ 50 with MCB controlled Submersible motor pump set control panel.
1
-
-
STREET LIGHTS
-
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Supply and Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required.
Above 8.0 metre and upto 11.0 metre
4
-
-
Supplying and erection of iron materials GI channel cross arm 100x50x6x2200 mm
33
-
-
Erection of stell tubular of rail pole strut in cement concrete 1:3:6 foundation including excavation and refillling and secured with holding clamps, bolts, nuts, etc. as required.
2
-
-
Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm, thimble, stay clamps, turn buckle ( 20 mm X 60 cm ), 7/ 4.00 mm dia G.I. stay wire and strain insulator etc. in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.
5
-
-
Supply and erection of Aerial Bunched (AB) Cable of 1.1 KV (LT) grade (insulated messenger cum neutral) of size- 3C x 50 sqmm + 1C x 35 sqmm (messenger cum neutrak) + 1C x 16 sqmm
1000
-
-
Supplying and erection of Suspension Clamp ABC as per NFC standard
33
-
-
Supplying and erection of Insulation piercing connector for street lighting
33
-
-
Supplying and erection of Insulation piercing connector for 50-70 sqmm both mains and service cable for connecting distribution box
35
-
-
Supplying and erection of Anchor Clamp wedge type LT ABC as per NFC standard
33
-
-
Supplying and erection of Cable end cap for ABC cables
10
-
-
Supplying and erection of ASA distribution box for 140A, 1 phase , 8 connectors with spring loaded busbar system
2
-
-
Supplying and erection of I hook GI
33
-
-
Supplying and erection of GI Nuts & Bolts with washer (assorted)
5
-
-
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
7
-
-
Erection of G.I. Wire No. 8 SWG including binding etc. as required.
42
-
-
Supplying and fixing MV horn gap lightening arrestor as required.
11
-
-
Providing and fixing following rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.
100 A 30 KA
1
-
-
125 A 36 KA
1
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, bar, earth bar, din bar, including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door
1
-
-
Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.
2 output per phase and suitable for single phase supply
1
-
-
Supplying and installation and commissioning of vermin and dust proof totally enclosed double door cubical type compartmental floor mounting panel board of size 1.20 m ×1.00 m ×0.50 m made of 16 SWG1.66mm) thick CR sheet and 35 mm × 35 mm × 6 mm size angle and 35 mm ×6 mm flat iron having 4 nos legs at the bottom and G.I. Sheet reefing on the top complete painting with 2 coats of red oxide metal primer and 2 coats of enameled paint. The panel board is to be erected in 1:3:6 RCC pole foundation including excavation of trench and brick soling etc. complete neatly internal wiring done as specified and directed by the department comprising of the following electrical items.
1. 40 Amp 4 pole 415 Volt 50 Hz MCCB as incomer-1 no
2. 32 Amp 2 pole open execution with HBC fuse SDFU unit as outgoing - 3 nos.
3. 25 mm × 5 mm size 4 strip copper Bus-Bar- 1 set
4. 40 Amp 4 pole ON-OFF poser contactor - 1 No.
5. Surface mounting timer switch - 1 No.
6. 63 Amp bakelite HBC fuse kit-kat - 3 Nos
1
-
-
Supplying and laying of one number of XLPE (alluminium) 1.1KV (LT) grade armoured - 3.5 core x 95 sqmm
113.98
-
-
Supply, installation, testing and commissioning of LED street light with 2.5 sqmm twin core PVC insulated & sheathed aluminium wire complete as required. Specification: LED street light with pressure die-cast housing, toughened glass and high power LED's, secondary optics and IP 66 protection, Efficiancy 110/ 120 LPW, available with 10KV SPD (Model no. TRP-411-90-57-HL2-GL-NSG of Crompton brand or equivalent as approved by the department) (Wattage: 90 watt)
33
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-
Providing and fixing 50 mm dia X 3.2 metres G.I. pipe (including accessories) complete with 50 mm X 50 mm X 6 mm angle iron bracket on wall and 75 mm X 90 mm shackle insulator with straps for house service connection including painting the angle and flat iron with primer and finish paint etc. as required.
33
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