Mussoorie Dehradun Development Authority Tender
View complete overview of Uttarakhand MDDA Tender
Mussoorie Dehradun Development Authority - MDDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 Jan 2024
Closing Date16 Jan 2024
Tender Amount₹ 64,51,49,000
Costs
EMD
₹ 92,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDDA_67374_1Bid Award Id
ViewTender No
817/Development work/Tender Notice/2023-24Tender Authority
Mussoorie Dehradun Development Authority ViewPurchaser Address
-Website
http://uktenders.gov.in
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Documents
BOQ Items
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.
110500
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
110500
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Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
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Beyond 30 cm girth upto and including 60 cm girth
10
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Beyond 60 cm girth upto and including 120 cm girth
10
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SUB HEAD-2 (CONCRETE WORK)
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
312.4
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SUB HEAD-3 (MASONARY WORK)
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
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Cement mortar 1:6 (1 cement : 6 coarse sand)
484.58
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SUB HEAD-4 (ROAD WORK)
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Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction
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of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge.
The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
2500
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SUB HEAD-5 (WATER SUPPLY)
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
80 mm dia nominal bore
2547
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm nominal bore Horizontal
75
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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
55
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SUB HEAD-6 (DRAINAGE)
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.
2697
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Supply of cast iron powder coated 3 seater garden bench complete in all respects including all labor & installation.
50
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Supply & installation of smart screen of 98" complete in all respects including all labor & installation.
5
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Supply & installation of smart booths for mobile charging complete in all respects including all labor & installation.
20
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Supply & installation of SS twin waste bins of 50 ltr complete in all respects including all labor & installation.
100
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STEEL BRIDGE
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SUB HEAD-1 (EARTH WORK)
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Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip
1251.78
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Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Manual Means upto 3 m depth
1652.4
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SUB HEAD-2 (CONCRETE WORK)
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC PCC Grade M20
103.28
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SUB HEAD-3 (REINFORCED CONCRETE WORK)
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete
636.4
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Suspended floors, roofs, landings, balconies and access platform
787.5
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
1
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Columns, Pillars, Piers, Abutments, Posts and Struts
1617.28
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
373.4
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
1148.5
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
847.1
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SUB HEAD-4 (STEEL WORK)
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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. Hot finished welded type tubes
305602.8
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SUB HEAD-5 (FINISHINGWORK)
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
4467.76
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SUB HEAD-6 (ROAD WORK)
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design,
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laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
118.12
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ROAD AND KERB STONE
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SUB HEAD-1 (EARTH WORK)
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Excavation for Structures
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.
22785.88
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SUB HEAD-3 (ROAD WORK)
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
31989
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
22392.3
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design,
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laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
6397.8
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701
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600 mm circular
20
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900 mm side octagon
10
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
382.13
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Cast in Situ Cement Concrete M20 kerb
(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer
1749.25
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Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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 III Material
9596.7
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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead)
7997.25
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SUB HEAD-1 (EARTH WORK)
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Excavation for Structures
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.
3764.94
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SUB HEAD-2 (CONCRETE WORK)
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 120 P.C.C grade M 10 Nominal mix 1:3:6
1451.06
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SUB HEAD-4 (ROAD WORK)
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
9582.51
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
3353.88
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Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
4545.54
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Cast in Situ Cement Concrete M20 kerb
(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer
304
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design,
-
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laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
755.54
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-
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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 III Material
1274.35
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R.C.C. WALL WITH GRILL(NEAR DRAIN)
-
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SUB HEAD-1 (EARTH WORK)
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
3079.29
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-
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.
1754.92
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SUB HEAD-2 (CONCRETE WORK)
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
286.87
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SUB HEAD-3 (REINFORCED CONCRETE WORK)
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
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-
Foundations, footings, bases of columns, etc. for mass concrete
1152.63
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5708.27
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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
206168.95
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
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All works upto plinth level
1037.49
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All works above plinth level upto floor V level
713.53
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SUB HEAD-6 (WOOD WORK)
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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.
4390.98
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SUB HEAD-8 (FINISHING WORK)
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
219.54
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R.C.C. WALL (NEAR DRAIN)
-
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SUB HEAD-1 (EARTH WORK)
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2545.53
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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.
1450.79
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SUB HEAD-2 (CONCRETE WORK)
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
237.16
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SUB HEAD-3 (REINFORCED CONCRETE WORK)
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
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Foundations, footings, bases of columns, etc. for mass concrete
952.87
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
4114
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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
158862.41
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
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All works upto plinth level
857.58
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All works above plinth level upto floor V level
491.56
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R.C.C. DRAIN
-
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SUB HEAD-1 (EARTH WORK)
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1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking EARTH 5 Km with in th site.
2588.5
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
4132.3
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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.
1543.8
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SUB HEAD-2 (CONCRETE WORK)
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
632.4
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SUB HEAD-3 (REINFORCED CONCRETE WORK)
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
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Foundations, footings, bases of columns, etc. for mass concrete
1426
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
7440
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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
189738.6
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
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All works upto plinth level
1612
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-
SUB HEAD-6 (STEEL WORK)
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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
65720
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SUB HEAD-7 (PVC RAINWATER )
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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.110 mm diameter
1240
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SUB HEAD-8 (ROAD WORK)
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Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
1860
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Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
1240
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RAIN WATER HARVESTING
-
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SUB HEAD-1 (EARTH WORK)
-
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1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking EARTH 1 Km with in th site.
310.89
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1960.24
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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.
1618.83
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SUB HEAD-2 (CONCRETE WORK)
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
265.85
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SUB HEAD-3 (REINFORCED CONCRETE WORK)
-
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-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
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-
Foundations, footings, bases of columns, etc. for mass concrete
57.72
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Suspended floors, roofs, landings, balconies and access platform
215.66
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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
11429.99
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
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-
All works upto plinth level
97.07
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-
SUB HEAD-4 (MASONARY WORK)
-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
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:1:6 (1 cement : 6 sand)
91.45
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SUB HEAD-5 (FINISHING WORK)
-
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12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand)
403.7
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SUB HEAD-6 (DRAINAGE WORK)
-
-
-
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 :250 mm dia. R.C.C. pipe
2547
-
-
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
255
-
-
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1800 mm dia RCC pipes. (Laying by manual/ machanical means)
11
-
-
SUB HEAD-7 (ROAD WORK)
-
-
-
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
458.46
-
-
SUB HEAD-8 (RAINWATER HARVESTING)
-
-
-
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 All types of soil 300 mm dia
200
-
-
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.
8.09
-
-
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
5.09
-
-
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.
5.09
-
-
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin- charge.
16
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.. 200 mm nominal size dia
200
-
-
EXTERNAL DRAINAGE
-
-
-
SUB HEAD-1 (EARTH WORK)
-
-
-
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
2150
-
-
SUB HEAD-2 (CONCRETE WORK)
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
241.88
-
-
SUB HEAD-3 (FINISHING WORK)
-
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
905.22
-
-
SUB HEAD-4 (ROAD WORK)
-
-
-
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
483.75
-
-
SUB HEAD-5 (DRAINAGE WORK)
-
-
-
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 :450 mm dia. R.C.C. pipe
2150
-
-
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m 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 (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) :
143
-
-
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square bar
858
-
-
S.T.P.
-
-
-
Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m.
2298.58
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
181.47
-
-
Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete including cost of form work in foundation and floors.
42.59
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level
482.28
-
-
CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
730.98
-
-
Providing & fixing of R.C.C manhole covering
4
-
-
Providing & fixing of foot rest in tank
36
-
-
Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete Thermo-Mechanically Treated bars.
56788
-
-
Centering shuttering including struttings, propping etc. and removal of form work
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
43
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1264.22
-
-
Suspended floors, roofs, landings, balconies and access platform
284.16
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
140.32
-
-
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.
232.95
-
-
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
730.98
-
-
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.
337.6
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
5.63
-
-
Providing and fixing of Installation & Commissioning of 400 KLD, with SBR (Sequential Batch Reactor) Technology complete in all respects including labor as per direction given byengineer in charge.
1
-
-
FIRE & DOMESTIC TANK
-
-
-
SUB HEAD-1 (EARTH WORK)
-
-
-
1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking EARTH 1 Km with in th site.
408.02
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
468.13
-
-
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.
60.11
-
-
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
247.21
-
-
SUB HEAD-2 (CONCRETE WORK)
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
14.87
-
-
SUB HEAD-3 (REINFORCED CONCRETE WORK)
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
17.96
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
172.33
-
-
Suspended floors, roofs, landings, balconies and access
platform
107.1
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
23.28
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level
144.43
-
-
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
11129.79
-
-
SUB HEAD-4 (MASONARY WORK)
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
:1:6 (1 cement : 6 sand)
0.27
-
-
SUB HEAD-5 (WATER SUPPLY)
-
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore
20
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore
30
-
-
SUB HEAD-6 (DRAINAGE)
-
-
-
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar
20
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2. Rectangular shape 600x450 mm internal dimensions
2
-
-
SUB HEAD-7 (WATER PROOFING WORK)
-
-
-
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.
72
-
-
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
192.5
-
-
ELECTRICAL WORK
-
-
-
SUB HEAD - 1 (WIRING)
-
-
-
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required
8
-
-
Wiring for circuit/ submain wiring alongwith 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
100
-
-
PVCCON S/F PVC conduit:
-
-
-
Supplying and fixing of following sizes of PVC conduit along with accessories in surface / recess including painting in case of surface conduit, or cuttting the wall and making good the same in case of recessed conduit as required.
-
-
-
25 mm
100
-
-
MB S/F metal boxes:
-
-
-
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.
-
-
-
75 mm X 75 mm X 60 mm deep
8
-
-
PPACCPT S/F power plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
8
-
-
SUB HEAD - 2 (MCCB, MCB & DB’S)
-
-
-
PWTPMCBDB S/F TP MCB DB:
-
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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)
-
-
-
8 way (4 + 24), Double door
1
-
-
MCBTPIS S/F TP MCB isolator:
-
-
-
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissoning etc. as required.
-
-
-
63 amps
3
-
-
MCBC S/F 'C' curve, SP MCB
-
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 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.
-
-
-
Single pole
2
-
-
SUB HEAD - 3 (EARTHING)
-
-
-
EARGIPL G.I earth plate elctrode:
-
-
-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc.with charcoal/ coke and salt as required..
1
-
-
EARG125X6 S/L 25 mm x 5 mm G.I. earth strip in ground:
-
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
20
-
-
Supply & installation of pump of complete in all respects as per direction given by engineer in charge.
6
-
-
Supply & installation of pump of 0.5 hp complete in all respects as per direction given by engineer in charge.
2
-
-
TOILET BLOCK GENERAL & PINK (4 NO.)
-
-
-
SUB HEAD-1 (EARTH WORK)
-
-
-
1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking EARTH 5 Km with in th site.
33.96
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
293.54
-
-
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.
162.58
-
-
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.
1
-
-
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
492.06
-
-
SUB HEAD-2 (CONCRETE WORK)
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
71.23
-
-
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
74.8
-
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
90.47
-
-
SUB HEAD-3 (REINFORCED CONCRETE WORK)
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
75.6
-
-
Suspended floors, roofs, landings, balconies and access platform
538.92
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
390.24
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
178.2
-
-
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
37052.78
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level
129.56
-
-
All works above plinth level upto floor V level
189.02
-
-
SUB HEAD-4 (MASONARY WORK)
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
27.74
-
-
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 1:6 (1 cement : 6 coarse sand)
80.49
-
-
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)
475.61
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
475.61
-
-
SUB HEAD-5 (WOOD WORK)
-
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
119.7
-
-
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
-
-
-
300x16 mm
72
-
-
250x16 mm
72
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete :
-
-
-
250x10 mm
72
-
-
150X10 MM
72
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
144
-
-
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper
72
-
-
SUB HEAD-6 (STEEL WORK)
-
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
544.32
-
-
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
2659.09
-
-
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
453.6
-
-
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
30.24
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
30.24
-
-
SUB HEAD-7 (FLOORING WORK)
-
-
-
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
1074.46
-
-
SUB HEAD-8 (ROOFING WORK)
-
-
-
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.
8
-
-
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 :110 mm diameter
26.4
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
-
-
-
Coupler(110 mm)
16
-
-
Bend 87.5 degree 110 mm bend
8
-
-
Shoe (Plain) 110 mm Shoe
8
-
-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including.
16
-
-
SUB HEAD-9 (FINISHINGWORK)
-
-
-
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
1565.8
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
498.36
-
-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
538.92
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer
2104.72
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
498.36
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
347.76
-
-
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.
2104.72
-
-
SUB HEAD-10 (WATER PROOFING WORK)
-
-
-
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
26.95
-
-
INTERNAL ELECTRIFICATION WORK TOILET BLOCK GENERAL & PINK (4 NO.)
-
-
-
WGSTLPT Point wiring in PVC conduit, with modular type switch.
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group C
104
-
-
WGSTLPP2 Power plug wiring in PVC conduit (2x4 sq. mm)
-
-
-
Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
160
-
-
WGSTLSB Circuit/ submain wiring in PVC conduit:
-
-
-
Wiring fir curcuit/ submain wiring alongwith earth wire the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
-
-
-
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
480
-
-
4 X 6 sq. mm + 2 X 6 sq. mm earth wire
320
-
-
PVCCON S/F PVC conduit:
-
-
-
Supplying and fixing of following sizes of PVC conduit along with accessories in surface / recess including painting in case of surface conduit, or cuttting the wall and making good the same in case of recessed conduit as required.
-
-
-
25 mm
480
-
-
MB S/F metal boxes:
-
-
-
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.
-
-
-
75 mm X 75 mm X 60 mm deep
16
-
-
PTSWEB S/F modular type switch/ socket:
-
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6 amps switch
48
-
-
3 pin 5/6 amp socket outlet
48
-
-
LPACCPT S/F light plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
16
-
-
PPACCPT S/F power plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
32
-
-
BRHOLD S/F brass holder:
-
-
-
Supplying and flxing brass batten/angle holder including connection etc. as required.
80
-
-
ITCFFSUR ITC fluorescent fitting directly on surface:
-
-
-
Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling / wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
80
-
-
ITCEF450 ITC exhaust fan upto 450 mm sweep:
-
-
-
Installation of exhaust fan upto 450 mm sweep in the existingopening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning etc. as required.
48
-
-
LOUSHEF Fixing louvers/shutters for exhaust fan:
-
-
-
Extra for fixing louvers/shutters complete with frame for a exhaust fan of all sizes.
48
-
-
SUB HEAD - 2 (MCCB, MCB & DB’S)
-
-
-
PWTPMCBDB S/F TP MCB DB:
-
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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)
-
-
-
8 way (4 + 24), Double door
8
-
-
MCBTPIS S/F TP MCB isolator:
-
-
-
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissoning etc. as required.
-
-
-
63 amps
8
-
-
MCBC S/F 'C' curve, SP MCB
-
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 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.
-
-
-
Single pole
16
-
-
SUB HEAD - 3 (EARTHING)
-
-
-
EARGIPL G.I earth plate elctrode:
-
-
-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc.with charcoal/ coke and salt as required..
8
-
-
EARG125X6 S/L 25 mm x 5 mm G.I. earth strip in ground:
-
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
160
-
-
SUB HEAD - II
-
-
-
Supply of AC 230/250 volts, 50 HZ exhaust fans including providing nuts, bolts, mounting frame and other accessories etc. complete . Model- Ventil Air - DS (Make : Havells) 300 mm sweep 900 rpm ,complete in all aspects as per direction of Engineer in Charge.
-
-
-
300 mm sweep 900 rpm
96
-
-
SUPPLY OF LED Glass Bulb B22, 15 W ,6000k /4000k/3000K ,230/250 Volt,50 HZ ETC, complete in all aspects as per direction of Engineer in Charge.
160
-
-
Supply and fixing of LED Tube light 1200mm 20W 865 T8 IP20 ,Lumen Output-1600 , 3000, 4000, 6500K ceiling mounted LED batten (E-LITE LED TRIYCA) , extruded aluminium heat sink provided for efficient heat deissipation 7& integrated electronic driver. ( 1x20 W LED Double 6500K) complet in all aspects as per direction of Engineer in charge.
160
-
-
(SANITRAY& WATER SUPLY WORKS) TOILET BLOCK GENERAL & PINK (4 NO.)
-
-
-
SUB HEAD 1 (STONE WAORK)
-
-
-
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. White Agaria Marble Stone
20
-
-
SUB HEAD 2 (SANITARY INSTALLATION)
-
-
-
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 black solid plastic seat and lid
44
-
-
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
40
-
-
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 tap
20
-
-
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Circular shape 450 mm dia
44
-
-
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.
44
-
-
Providing and fixing soil, waste and vent pipes :100 mm dia Sand cast iron S&S pipe as per IS: 1729
90
-
-
75 mm diameter :Sand cast iron S&S pipe as per IS: 1729
150
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
-
-
-
100 mm diameter pipe
96
-
-
75 mm diameter pipe
136
-
-
Providing and fixing double equal plain junction of required degree.
-
-
-
100x100x100mm
24
-
-
75x75x75x75 mm
24
-
-
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 110 mm dia pipe
32
-
-
for 75 mm dia pipe
52
-
-
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 :
80
-
-
Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
44
-
-
SUB HEAD 3 (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.
-
-
-
15 mm dia. nominal bore
180
-
-
20 mm dia. nominal bore
79.6
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
-
-
-
15 mm nominal bore.
96
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
-
-
-
25 mm nominal bore
8
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore
84
-
-
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
-
-
-
15 mm nominal bore
36
-
-
25 mm nominal bore
16
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
96
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
4000
-
-
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
44
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore
24
-
-
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms
44
-
-
MAIN GATE & GUARD ROOM(2NO.)
-
-
-
EARTH WORK
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.
170.24
-
-
Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
56.96
-
-
ANTITERMITE TREATMENT
-
-
-
Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
16
-
-
PLAIN CEMENT CONCRETE & DAMP PROOF COURSE
-
-
-
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): 6 graded stone aggregate 40 mm nominal size)
27.64
-
-
REINFORCED CEMENT CONCRETE
-
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
80.32
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level
70.56
-
-
CENTER & SHUTTERING
-
-
-
Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concrete
35.84
-
-
Centering shuttering including strutting, propping etc. and removal of form work Columns, Pillars, Piers, Abutments, Posts and Struts
153.12
-
-
Centering shuttering including strutting, propping etc. and removal of form work Suspended floors, roofs, landings, balconies and access platform
129.28
-
-
Centering shuttering including strutting, propping etc. and removal of form work Lintels, beams, plinth beams, girders, bressumers and cantilevers
315.48
-
-
REINFORCEMENT OF STEEL
-
-
-
Reinforcement for R.C.C work including straighting,cutting,bending, placing in position and bending all complete Thermo-Mechanically Treated bars.
23039.76
-
-
BRICK WORK IN FOUNDATION AND SUPER STRUCTURE
-
-
-
230th Brick work withcommon burnt clayF.P.S. (non modular) brick of class designation 75 in foundation & plinth in cement mortar 1:6
5.32
-
-
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
26.42
-
-
DOOR , WINDOW & VENTILATOR FRAMES & SHUTTER
-
-
-
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: Profile B Fixing with adjustable lugs with split end tail to each jamb
10.8
-
-
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: Profile C Fixing with adjustable lugs with split end tail to each jamb
35.04
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
5.04
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) D.S.R. 10.11.1
222.84
-
-
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 steel windows by welding
3641.7
-
-
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper
2
-
-
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.
2
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :300x10 mm
4
-
-
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.
2
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
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.
2
-
-
INTERNAL , EXTERNAL PLASTER WORK, CEILING PLASTER & FINISHING WORK
-
-
-
12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar
135.34
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
280.84
-
-
6mm thick cement plaster of ceiling of mix 1:3 ( 1 cement : 3 fine sand) mortar
125.9
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement prime.
261.24
-
-
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
261.24
-
-
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)
280.84
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
152.06
-
-
Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: In one coat
280.84
-
-
FLOORING ITEMS
-
-
-
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 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. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
28.6
-
-
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
8.74
-
-
WATER PROOFING ITEMS
-
-
-
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
5.28
-
-
INTERNAL ELECTRIFICATION WORK MAIN GATE & GUARD ROOM(2NO.)
-
-
-
WGSTLPT Point wiring in PVC conduit, with modular type switch.
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group C
20
-
-
WGSTLMIDTC Twin Control point wiring in PVC conduit, with modular type switch:
-
-
-
Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
1
-
-
WGSTLPP2 Power plug wiring in PVC conduit (2x4 sq. mm)
-
-
-
Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
40
-
-
WGSTLSB Circuit/ submain wiring in PVC conduit:
-
-
-
Wiring fir curcuit/ submain wiring alongwith earth wire the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
-
-
-
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
100
-
-
4 X 6 sq. mm + 2 X 6 sq. mm earth wire
40
-
-
4 X 10 sq. mm + 2 X 6 sq. mm earth wire
1
-
-
TLWGEC Telephone wiring in PVC conduit:
-
-
-
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.
-
-
-
2 Pair
40
-
-
PVCCON S/F PVC conduit:
-
-
-
Supplying and fixing of following sizes of PVC conduit along with accessories in surface / recess including painting in case of surface conduit, or cuttting the wall and making good the same in case of recessed conduit as required.
-
-
-
25 mm
100
-
-
MB S/F metal boxes:
-
-
-
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.
-
-
-
75 mm X 75 mm X 60 mm deep
2
-
-
PTSWEB S/F modular type switch/ socket:
-
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6 amps switch
4
-
-
3 pin 5/6 amp socket outlet
4
-
-
Telephone socket outlet
2
-
-
MODFREB S/F modular type electronic fan regulator:
-
-
-
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
2
-
-
LPACCPT S/F light plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
2
-
-
PPACCPT S/F power plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
2
-
-
CREB S/F ceilling rose:
-
-
-
Supplying and fixing 3 pin, 5 amp. ceilling rose on the existing junction box/ wooden block including connection etc. as required
2
-
-
BRHOLD S/F brass holder:
-
-
-
Supplying and flxing brass batten/angle holder including connection etc. as required.
8
-
-
ITCFFSUR ITC fluorescent fitting directly on surface:
-
-
-
Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling / wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
10
-
-
ITCCFFC ITC ceiling fan with cover on fan box:
-
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq, mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
2
-
-
ITCEF450 ITC exhaust fan upto 450 mm sweep:
-
-
-
Installation of exhaust fan upto 450 mm sweep in the existingopening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning etc. as required.
1
-
-
LOUSHEF Fixing louvers/shutters for exhaust fan:
-
-
-
Extra for fixing louvers/shutters complete with frame for a exhaust fan of all sizes.
1
-
-
SUB HEAD - 2 (MCCB, MCB & DB’S)
-
-
-
PWTPMCBDB S/F TP MCB DB:
-
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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)
-
-
-
8 way (4 + 24), Double door
2
-
-
MCBTPIS S/F TP MCB isolator:
-
-
-
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissoning etc. as required.
-
-
-
63 amps
1
-
-
MCBC S/F 'C' curve, SP MCB
-
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 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.
-
-
-
Single pole
2
-
-
SUB HEAD - 3 (EARTHING)
-
-
-
EARGIPL G.I earth plate elctrode:
-
-
-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc.with charcoal/ coke and salt as required..
2
-
-
EARG125X6 S/L 25 mm x 5 mm G.I. earth strip in ground:
-
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
40
-
-
CEILLING FAN
-
-
-
Supply of AC 230/250 volts, 50 HZ energy efficient ceiling fan with standard down rod, blades, 3 nos. caps Model-ES 50 (1200 mm Sweep) etc. complete in all aspects as per direction of Engineer in Charge
-
-
-
1200 mm sweep
2
-
-
SUPPLY OF LED Glass Bulb B22, 15 W ,6000k /4000k/3000K ,230/250 Volt,50 HZ ETC, complete in all aspects as per direction of Engineer in Charge.
8
-
-
Supply and fixing of LED Tube light 1200mm 20W 865 T8 IP20 ,Lumen Output-1600 , 3000, 4000, 6500K ceiling mounted LED batten (E-LITE LED TRIYCA) , extruded aluminium heat sink provided for efficient heat deissipation 7& integrated electronic driver. ( 1x20 W LED Double 6500K) complet in all aspects as per direction of Engineer in charge.
10
-
-
ELECTRICAL SUB STATION ROOM(2NO.)
-
-
-
SUB HEAD-1 (EARTH WORK)
-
-
-
1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking EARTH 5 Km with in th site.
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
209.12
-
-
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.
117.16
-
-
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.
1
-
-
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
401.04
-
-
SUB HEAD-2 (CONCRETE WORK)
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
47.94
-
-
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
45.6
-
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
49.5
-
-
SUB HEAD-3 (REINFORCED CONCRETE WORK)
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
56.16
-
-
Suspended floors, roofs, landings, balconies and access platform
321.98
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
399.76
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
104.73
-
-
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
17344.63
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level
49.36
-
-
All works above plinth level upto floor V level
67.79
-
-
SUB HEAD-4 (MASONARY WORK)
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
15.18
-
-
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 : guard.xls.....xls]D.E-G.F'!B515
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
64.31
-
-
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)
123.84
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
123.84
-
-
SUB HEAD-6 (STEEL WORK)
-
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
19.2
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
466.56
-
-
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and
applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
807.84
-
-
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
388.8
-
-
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
25.92
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
25.92
-
-
SUB HEAD-7 (FLOORING WORK)
-
-
-
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
264.78
-
-
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
84.52
-
-
SUB HEAD-8 (ROOFING WORK)
-
-
-
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.
6
-
-
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 :110 mm diameter
23.4
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
-
-
-
Coupler(110 mm)
12
-
-
Bend 87.5 degree 110 mm bend
6
-
-
Shoe (Plain) 110 mm Shoe
6
-
-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including.
12
-
-
SUB HEAD-9 (FINISHINGWORK)
-
-
-
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
301.67
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
683.35
-
-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
301.74
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer
603.41
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
683.35
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
90.24
-
-
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.
603.41
-
-
SUB HEAD-10 (WATER PROOFING WORK)
-
-
-
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
15.09
-
-
INTERNAL ELECTRIFICATION WORK SUB STATION ROOM(2NO.)
-
-
-
WGSTLPT Point wiring in PVC conduit, with modular type switch.
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group C
34
-
-
WGSTLMIDTC Twin Control point wiring in PVC conduit, with modular type switch:
-
-
-
Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
1
-
-
WGSTLPP2 Power plug wiring in PVC conduit (2x4 sq. mm)
-
-
-
Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
400
-
-
WGSTLSB Circuit/ submain wiring in PVC conduit:
-
-
-
Wiring fir curcuit/ submain wiring alongwith earth wire the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
-
-
-
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
200
-
-
4 X 6 sq. mm + 2 X 6 sq. mm earth wire
80
-
-
4 X 10 sq. mm + 2 X 6 sq. mm earth wire
1
-
-
TLWGEC Telephone wiring in PVC conduit:
-
-
-
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.
-
-
-
2 Pair
1
-
-
PVCCON S/F PVC conduit:
-
-
-
Supplying and fixing of following sizes of PVC conduit along with accessories in surface / recess including painting in case of surface conduit, or cuttting the wall and making good the same in case of recessed conduit as required.
-
-
-
25 mm
200
-
-
MB S/F metal boxes:
-
-
-
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.
-
-
-
75 mm X 75 mm X 60 mm deep
20
-
-
PTSWEB S/F modular type switch/ socket:
-
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6 amps switch
20
-
-
3 pin 5/6 amp socket outlet
20
-
-
Telephone socket outlet
1
-
-
MODFREB S/F modular type electronic fan regulator:
-
-
-
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
8
-
-
LPACCPT S/F light plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
20
-
-
PPACCPT S/F power plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
20
-
-
CREB S/F ceilling rose:
-
-
-
Supplying and fixing 3 pin, 5 amp. ceilling rose on the existing junction box/ wooden block including connection etc. as required
8
-
-
BRHOLD S/F brass holder:
-
-
-
Supplying and flxing brass batten/angle holder including connection etc. as required.
12
-
-
ITCFFSUR ITC fluorescent fitting directly on surface:
-
-
-
Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling / wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
14
-
-
ITCCFFC ITC ceiling fan with cover on fan box:
-
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq, mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
8
-
-
ITCEF450 ITC exhaust fan upto 450 mm sweep:
-
-
-
Installation of exhaust fan upto 450 mm sweep in the existingopening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning etc. as required.
1
-
-
LOUSHEF Fixing louvers/shutters for exhaust fan:
-
-
-
Extra for fixing louvers/shutters complete with frame for a exhaust fan of all sizes.
1
-
-
SUB HEAD - 2 (MCCB, MCB & DB’S)
-
-
-
PWTPMCBDB S/F TP MCB DB:
-
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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)
-
-
-
8 way (4 + 24), Double door
2
-
-
MCBTPIS S/F TP MCB isolator:
-
-
-
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissoning etc. as required.
-
-
-
63 amps
4
-
-
MCBC S/F 'C' curve, SP MCB
-
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 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.
-
-
-
Single pole
8
-
-
SUB HEAD - 3 (EARTHING)
-
-
-
EARGIPL G.I earth plate elctrode:
-
-
-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc.with charcoal/ coke and salt as required..
2
-
-
EARG125X6 S/L 25 mm x 5 mm G.I. earth strip in ground:
-
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
40
-
-
CEILLING FAN
-
-
-
Supply of AC 230/250 volts, 50 HZ energy efficient ceiling fan with standard down rod, blades, 3 nos. caps Model-ES 50 (1200 mm Sweep) etc. complete in all aspects as per direction of Engineer in Charge
-
-
-
1200 mm sweep
8
-
-
SUPPLY OF LED Glass Bulb B22, 15 W ,6000k /4000k/3000K ,230/250 Volt,50 HZ ETC, complete in all aspects as per direction of Engineer in Charge.
12
-
-
Supply and fixing of LED Tube light 1200mm 20W 865 T8 IP20 ,Lumen Output-1600 , 3000, 4000, 6500K ceiling mounted LED batten (E-LITE LED TRIYCA) , extruded aluminium heat sink provided for efficient heat deissipation 7& integrated electronic driver. ( 1x20 W LED Double 6500K) complet in all aspects as per direction of Engineer in charge.
14
-
-
WEIGHING ROOM & PIT(2NO.)
-
-
-
SUB HEAD-1 (EARTH WORK)
-
-
-
1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking EARTH 5 Km with in th site.
99.26
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
431.15
-
-
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.
330.09
-
-
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.
1
-
-
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
43.92
-
-
SUB HEAD-2 (CONCRETE WORK)
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
30.85
-
-
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
5.94
-
-
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
5.81
-
-
SUB HEAD-3 (REINFORCED CONCRETE WORK)
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
71.04
-
-
Suspended floors, roofs, landings, balconies and access platform
28.8
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
26.56
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
75.39
-
-
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
6700.36
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level
42.71
-
-
All works above plinth level upto floor V level
6.62
-
-
SUB HEAD-4 (MASONARY WORK)
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
29.29
-
-
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 : guard.xls.....xls]D.E-G.F'!B515
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
12.82
-
-
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)
11.63
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
11.63
-
-
SUB HEAD-5 (WOOD WORK)
-
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
3.78
-
-
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
-
-
-
300x16 mm
2
-
-
250x16 mm
2
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete :
-
-
-
250x10 mm
2
-
-
150X10 MM
2
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
4
-
-
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper
2
-
-
SUB HEAD-6 (STEEL WORK)
-
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
285.12
-
-
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and
applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
143.22
-
-
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
237.6
-
-
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
15.84
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
15.84
-
-
SUB HEAD-7 (FLOORING WORK)
-
-
-
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
18
-
-
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
3.6
-
-
SUB HEAD-8 (ROOFING WORK)
-
-
-
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.
4
-
-
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 :110 mm diameter
12.2
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
-
-
-
Coupler(110 mm)
8
-
-
Bend 87.5 degree 110 mm bend
4
-
-
Shoe (Plain) 110 mm Shoe
4
-
-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including.
8
-
-
SUB HEAD-9 (FINISHINGWORK)
-
-
-
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
55.02
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
204.28
-
-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
39.6
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer
94.62
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
204.28
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
40.75
-
-
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.
94.62
-
-
SUB HEAD-10 (WATER PROOFING WORK)
-
-
-
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
2.28
-
-
INTERNAL ELECTRIFICATION WORK WEIGHING ROOM & PIT(2NO.)
-
-
-
WGSTLPT Point wiring in PVC conduit, with modular type switch.
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group C
6
-
-
WGSTLMIDTC Twin Control point wiring in PVC conduit, with modular type switch:
-
-
-
Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
1
-
-
WGSTLPP2 Power plug wiring in PVC conduit (2x4 sq. mm)
-
-
-
Wiring for light/power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
80
-
-
WGSTLSB Circuit/ submain wiring in PVC conduit:
-
-
-
Wiring fir curcuit/ submain wiring alongwith earth wire the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
-
-
-
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
200
-
-
4 X 6 sq. mm + 2 X 6 sq. mm earth wire
60
-
-
4 X 10 sq. mm + 2 X 6 sq. mm earth wire
1
-
-
TLWGEC Telephone wiring in PVC conduit:
-
-
-
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.
-
-
-
2 Pair
40
-
-
PVCCON S/F PVC conduit:
-
-
-
Supplying and fixing of following sizes of PVC conduit along with accessories in surface / recess including painting in case of surface conduit, or cuttting the wall and making good the same in case of recessed conduit as required.
-
-
-
25 mm
200
-
-
MB S/F metal boxes:
-
-
-
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.
-
-
-
75 mm X 75 mm X 60 mm deep
4
-
-
PTSWEB S/F modular type switch/ socket:
-
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6 amps switch
4
-
-
3 pin 5/6 amp socket outlet
4
-
-
Telephone socket outlet
2
-
-
MODFREB S/F modular type electronic fan regulator:
-
-
-
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
2
-
-
LPACCPT S/F light plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
4
-
-
PPACCPT S/F power plug point modular type accessories:
-
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
4
-
-
CREB S/F ceilling rose:
-
-
-
Supplying and fixing 3 pin, 5 amp. ceilling rose on the existing junction box/ wooden block including connection etc. as required
2
-
-
BRHOLD S/F brass holder:
-
-
-
Supplying and flxing brass batten/angle holder including connection etc. as required.
2
-
-
ITCFFSUR ITC fluorescent fitting directly on surface:
-
-
-
Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling / wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
2
-
-
ITCCFFC ITC ceiling fan with cover on fan box:
-
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq, mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
2
-
-
ITCEF450 ITC exhaust fan upto 450 mm sweep:
-
-
-
Installation of exhaust fan upto 450 mm sweep in the existingopening, including making the hole to suit the size of the above fan, making good the damage, connection, testing, commissioning etc. as required.
1
-
-
LOUSHEF Fixing louvers/shutters for exhaust fan:
-
-
-
Extra for fixing louvers/shutters complete with frame for a exhaust fan of all sizes.
1
-
-
SUB HEAD - 2 (MCCB, MCB & DB’S)
-
-
-
PWTPMCBDB S/F TP MCB DB:
-
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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)
-
-
-
8 way (4 + 24), Double door
2
-
-
MCBTPIS S/F TP MCB isolator:
-
-
-
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissoning etc. as required.
-
-
-
63 amps
1
-
-
MCBC S/F 'C' curve, SP MCB
-
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 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.
-
-
-
Single pole
2
-
-
SUB HEAD - 3 (EARTHING)
-
-
-
EARGIPL G.I earth plate elctrode:
-
-
-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc.with charcoal/ coke and salt as required..
2
-
-
EARG125X6 S/L 25 mm x 5 mm G.I. earth strip in ground:
-
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
40
-
-
CEILLING FAN
-
-
-
Supply of AC 230/250 volts, 50 HZ energy efficient ceiling fan with standard down rod, blades, 3 nos. caps Model-ES 50 (1200 mm Sweep) etc. complete in all aspects as per direction of Engineer in Charge
-
-
-
1200 mm sweep
2
-
-
SUPPLY OF LED Glass Bulb B22, 15 W ,6000k /4000k/3000K ,230/250 Volt,50 HZ ETC, complete in all aspects as per direction of Engineer in Charge.
2
-
-
Supply and fixing of LED Tube light 1200mm 20W 865 T8 IP20 ,Lumen Output-1600 , 3000, 4000, 6500K ceiling mounted LED batten (E-LITE LED TRIYCA) , extruded aluminium heat sink provided for efficient heat deissipation 7& integrated electronic driver. ( 1x20 W LED Double 6500K) complet in all aspects as per direction of Engineer in charge.
2
-
-
FIRE FIGHTING
-
-
-
Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required.150 mm. Dia
2597
-
-
Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585. 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.40 m
87
-
-
Supplying and fixing single headed internal hydrant valve with instantaneous unmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :Single headed Stainless steel
87
-
-
Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :150mm dia
51
-
-
Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :Gun Metal
87
-
-
Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required.
87
-
-
Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required.
87
-
-
Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation
on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325.
(c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.
(d) Suitable cement concrete foundation duly plastered with anti vibration pads. 1620 lpm at 56 m Head
1
-
-
INTELLIGENT FIRE ALARM SYSTEM Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications.
1
-
-
Providing & fixing of ABC type(stored pressure) fire extinguisher.
-
-
-
2 Kg capacity
15
-
-
4 Kg capacity
15
-
-
Supplying & Fixing Sand Bucket10 ltr capacity
100
-
-
EXTERNAL ELECTRIFICATION WORK
-
-
-
Supply, Installation, Testing and Commissioning of 1000KVA C.S.S with 3way H.T. RMU and 4Nos of 630Amp FP MCCB outgoing including labour complete in all aspects as per direction of Engineer in charge.
4
-
-
Supply, Installation, Testing and Commissioning of Distribution Panel with one no. of 630Amp MCCB & 4no. of 400amp including labour complete in all aspects as per direction of Engineer in charge.
14
-
-
Supply, Installation, Testing and Commissioning of Feeder panel with 160Amp (TPN) 4pole Incommer (MCCB) & 10Nos 32Amp MCB Double Pole outgoings including labour complete in all aspects as per direction of Engineer in charge.
31
-
-
Supply, Installation, Testing and Commissioning of Feeder panel with incoming one no. of 400Amp & 10Nos 63Amp TP MCB Double Pole & 2 Nos. 43Amp MCCB DP outgoing including labour complete in all aspects as per direction of Engineer in charge.
6
-
-
Supply and laying of 300mm 3phase HT cable with connector and HDPE pipe direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
205
-
-
Supply and laying of 150mm 3phase HT cable with connector HDPE pipe direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
171
-
-
Supply and laying of 120mm 3phase HT cable with connector HDPE pipdirect in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
210
-
-
Supply and laying of 300mmx3.5mm Aluminium Armoured A2XFY XLPE LT cable grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
2134
-
-
Supply and laying of 150mmx3.5mm Aluminium Armoured A2XFY XLPE LT cable direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
1808
-
-
Supply and laying of 16mmx4mm Aluminium Armoured A2XFY/A2XWY XLPE LT cable for Street Light direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
2642
-
-
Supply, Installation, Testing and Commissioning of 8mtr height with 1mtr arm Octagonal pole with 2nos. of 90W LED Street light with foundation as required.
110
-
-
OVER HEAD TANK
-
-
-
Construction of OVER HEAD TANK 500KL with all required accessoseries and fitting complete with testing.
500000
-
-
Landscaping
-
-
-
HORTICULTURE
-
-
-
Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including
supplying good earth, if needed (the grass and good earth shall be paid for separately).
-
-
-
With grass Turf
20868
-
-
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after eduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
-
-
-
Holes 1.2 m dia and 1.2 m deep
50
-
-
Holes 90 cm dia, and 90 cm deep
5
-
-
Holes 60 cm dia, and 60 cm deep
50
-
-
Holes 45 cm dia, and 45 cm deep.
100
-
-
Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
6260.4
-
-
Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50
meter and lift upto 1.5 m complete as per direction of Officer-in-charge.
6260.4
-
-
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
3130.2
-
-
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
6260.4
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in- charge
6260.4
-
-
Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application)i/c cost of chemical)
20868
-
-
Trees (Supply ,Stacking and installation)
-
-
-
Providing stacking and installation of Butea frondosa (Flame of Forest) plant of height 60-75 cm. in big poly
bags of size 25 cm.
20
-
-
Providing , stacking and installation of Jacaranda mimosifolia plant of height 150-165 cm. in big
poly bags of size 25 cm
25
-
-
Providing, stacking and installation of Cassia fistula (Amaltas) plant of height 120-135 cm. in big
poly bags of size 25 cm
30
-
-
Providing and stacking of Peltophorum ferrugineum plant of height 150-165 cm. in big poly bags of
size 25 cm
40
-
-
Supply and stacking of Millingtonia hortensis plant of height 150-165 cm. in big poly bag of size 25 cm
25
-
-
Providing and stacking of Chorisia speciosa (Mexican silk cotton) plant of height 150-165 cm. in big poly bags
of size 25 cm.
50
-
-
Providing and stacking of Bauhinia blakeana (Hong Kong Orchid Tree) plant of height 120-150 cm. in big poly
bags of size 25 cm.
50
-
-
Providing and stacking of Mimusops elengi (Maulsari) plant of height 180-195 cm., well developed with thick stem in big size HDPE bag.
23
-
-
Supply and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags
60
-
-
Supply and stacking of Plumeria rubra plant of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags
22
-
-
Providing and stacking of Callistemon lanceolatus plant of height 150-165 cm. in big poly bags of size 25 cm
15
-
-
Providing and stacking of Tabebuia argentea of height 150-165 cm. in big poly bags of size 25 cm.
15
-
-
Providing and stacking of Tabebuia avellanedae of height 150-165 cm. in big poly bags of size 25 cm.
15
-
-
Providing and stacking of Tabebuia rosea of height 150-165 cm. in big poly bags of size 25 cm.
15
-
-
Providing and stacking of Lagerstroemia flos reginae plant of height 150-165 cm.in big poly bag of
size 25 cm
15
-
-
Providing and stacking of Lagerstroemia thorelli (Arjun) plant of height 150-165 cm.in big poly bag of size 25 cm
15
-
-
Providing and stacking of Lagerstroemia flos reginae plant of height 90-105 cm multibranched in
polybags of size 25cm
15
-
-
Palms (Supply ,Stacking and installation)
-
-
-
Providing and stacking of Wodyetia bifurcata (Foxtail palm) of height 240cm-270cm bottle girth 35cm-40cm in big size HDPE bags
15
-
-
Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot.
15
-
-
Providing and Stacking of Washingtonia filifera palm, stem height 120-135cm with 8-10 healthy leaves lush green leaves, well developed in big size HDPE bags
20
-
-
Providing and Stacking of Oreodoxa (Bottle plam) 270 to 300 cm bottom girth 40-50cm in HDPE bags
15
-
-
Specimen plants (Supply ,Stacking and installation)
-
-
-
Providing and stacking of Phoenix roebelenii palm well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot.
15
-
-
Providing and Displaying Cycas revoluta specimen plant, having 45 to 50 fresh and healthy, leaves having 30cm to 35cm circumfrance of base stem well developed in 40 cm challi
20
-
-
Providing and Displaying Furcraea variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35cm Cement Pot
20
-
-
Shrubs (Supply ,Stacking and installation)
-
-
-
Supply and stacking of plant Caesalpinia pulcherrima (Peacock flower) species of height 45-60 cm.in earthen pot of size 20 cm
30
-
-
Providing and stacking of plant Jatropha multifida (red colour) of height 60-75 cm., multibranched
in polybag of size 25 cm
30
-
-
Supply and stacking of plant Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE
bags
20
-
-
Providing and stacking of plant Hamelia patens of height 90-105 cm. bushy in big size HDPE bags.
20
-
-
Supply and stacking of Bougainvillea species (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots
15
-
-
Providing and stacking of plant Plumbago capensis well developed with fresh and healthy 30 to 45cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot.
15
-
-
Providing and stacking of plant Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4 branches in
earthen pots of size 20 cm.
20
-
-
Providing and stacking of plant Nerium oleander (kaner) of height 60-75 cm. with 5-6 branches in
poly bags of size 25 cm.
20
-
-
Providing and displaying of Brassia hicolour 3 in 1 well developed with fresh, healthy from bottom
to top with 30 cm to 45 cm ht. in 25 cm size Plastic pot/Earthen pot.
20
-
-
Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot / Plastic Pot.
20
-
-
Supply and stacking of Schefflera Variegated plant, mounted on moss stick 90 cm ht., 3 to 4 plants placed in each pot at equal distance, well developed with full of fresh & healthy bright leaves from
bottom to top in 25 cm size of Earthen pot / Plastic pot
20
-
-
Providing and Displaying of Schefflera green 3 in 1 well developed with fresh, healthy and attractive foliage from having 45 cm to 60 cm ht. in 25 cm size Earthen pot/Plastic pot
20
-
-
Supply and stacking of plant Murraya exotica (Kamini) of height 45-60 cm. in poly bags of size 15
cm
20
-
-
Providing and stacking Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot.
20
-
-
Supply and stacking of plant Gardenia jasminoides of height 45-60 cm. with 3 - 4 branches in earthen pots of size 20 cm
20
-
-
Providing and stacking of Tabernaemontana coronaria (Chandi single) variegated of height 105- 120cm., multibranched, bushy in big size HDPE bag
20
-
-
Supply and stacking of Ficus long island 15cm to 20 cm, full of branches and foliage in 20cm size of earthen pot/plastic pot.
20
-
-
Ground covers (Supply ,Stacking and installation)
-
-
-
Providing and stacking of Golden Duranta plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot
25
-
-
Supply and stacking of Asparagus meyeri, well developed 15cm to 20 cm, full of branches and foliage in 25cm size of earthen pot/plastic pot.
25
-
-
Providing and stacking of Ophiopogon jaburan (variegated) plant, full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm
10
-
-
Providing and Displaying of Wedelia trilobata plant,full of leaves in 15 cm size of Poly bags.
20
-
-
Providing and Displaying of Iresine herbstii plant, of height 20-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot
15
-
-
TRUCK WEIGHING BRIDGE
-
-
-
Providing and Fixing of TRUCK WEIGHING BRIDGE including all necessary required acessoseroe.
2
-
-
BOREWELL
-
-
-
Installation of BOREWELL including all drilling by odex, casing, risers, pea gravel Pump house and necessary Required Pump, Motor or submerseble pump, statrter etc.
1
-
-
HIGH MAST & PEDESTAL
-
-
-
SUB HEAD-1 (EARTH WORK)
-
-
-
1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking EARTH 5 Km with in th site.
1
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
27
-
-
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.
17.71
-
-
SUB HEAD-2 (CONCRETE WORK)
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
1.35
-
-
SUB HEAD-3 (REINFORCED CONCRETE WORK)
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
5.76
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
9.92
-
-
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
1203.25
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
All works upto plinth level
7.94
-
-
All works above plinth level upto floor V level
0.96
-
-
Supply and laying of FR-LSH aluminium Armoured cable 3.5cx 70 sqmm complet in all aspects as per direction of Engineer in charge.
M.R.
400
-
-
Supplying & fixing of 30 m high mast light tower with LED flood light system (12 no.) with all its accessories including all labour, cartage, etc as per direction given by engineer in charge.
M.R.
2
-
-
ELECTRICAL LINE SHIFTING
1
-
-
CCTV SYSTEM
1
-
-
Evaluation Notes How It Works ?
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