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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_ORULB_69244_1Bid Award Id
ViewTender No
BLGRMPTY/02(01-01)/2021-22Tender Authority
Municipality ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring ,shuttering etc. complete all depth and height.
71.6
-
3913.21
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation & Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary.
163.76
-
3984.1
Brick work with Fly Ash bricks in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary .
238.2
-
4022.43
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
-
-
-
a) Footings :-
48.11
-
4932.69
b) Column up to plinth-
21.38
-
10568.57
c) Plinth beam :-
49.63
-
5286.33
d) Column up to Top
44.55
-
10568.57
e) Top Beam
20.84
-
10568.57
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-In-Charge Cold Twisted bars, Thermo-Mechanically-treated bars.
394.12
-
7410.96
16mm cement plaster on external RCC/brick surfaces in cement plaster 1:6 (1 cement:6coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
3707.44
-
190.8
Providing & applying priming coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
3707.44
-
58.13
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-Charge at all elevations including all material labour complete.
3336.7
-
61.33
Providing and applying to outside walls with textured exterior paint of required shade as approved by EIC
370.74
-
412.2
Providing and fixing M.S grill & Angle Gate of required patterns for Ventilator & Room Shutter etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (All steel sections contractor's own supply).
1500
-
68.73
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
66
-
70.81
PARKING.
-
-
-
Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.
990
-
199.7
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
542.7
-
110.94
Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
330
-
339.12
Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
220
-
3913.21
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling as per drawing, specification and direction of Engineer-In-charge.
2200
-
959.8
Providing, lifting, hoisting and laying Reinforced cement concrete of M-200 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
40.5
-
4626.49
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
300
-
70.81
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
5.18
-
3984.1
Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
14.07
-
754.9
TOILET BLOCK.
-
-
-
Earthwork in excavation of all kinds of soil in foundation trenches or drains (not exceeding 1.5 m in width od 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and disposal of surplus excavated soil, with all lead and lift, etc. all complete as per the direction of Engineer-in-Charge.
-
-
-
All type of Soil
40.76
-
199.7
Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge.
80.61
-
339.12
Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
15.07
-
4249.94
First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
14.2
-
3984.1
First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement (PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
26.63
-
4022.43
First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix (1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
2.32
-
4215.86
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
-
-
-
a) Footing & Pedestal
4.8
-
4932.69
c) Plinth beam :-
4.33
-
5286.33
d) Column in Super - Structure :-
1.8
-
10568.57
e) Lintel :-
0.42
-
8427.93
g) Roof Beam :-
2.53
-
10568.57
h) Roof Slab :-
14.06
-
9030.47
Providing & fixing TMT Fe-500 reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
32.8
-
7410.96
Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to outside surface of brick masonry walls after racking out joints including watering and curing rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as directed by the Engineer in charge.
137.32
-
133.44
Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
155.04
-
190.8
Providing 6mm thick plaster using OPC 53 grade cement in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge.
112.5
-
149.83
Providing, fitting and fixing Matt Finish Vitrified tile in floor of size 300x300 mm of approved make conforming to IS: 13755 laid on 20 mm thick cement mortar 1:4 (1 cement: 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc required for the work all complete as per direction of Engineer-In-Charge (for New work only)
104.36
-
834.28
Providing and fixing Premium quality Ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x200 in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of Engineer-In-Charge. In all floors and all heights.
106.64
-
755.82
Supplying fitting and fixing Fibre Reinforced Polymer FRP composite door shutter with door frame of approved size & including of all fittings as per approved design with glass fibre reinforced plastic moulded skins and a special sandwiched core, so as to impart monolithic composite structure as per approved technology (DST) to satisfy IS: 14856 door testing performance criteria including all complete, as approved by EIC.
8.19
-
3500
Providing and fixing of factory made Fenesta or equivalent uPVC sliding window (white colour or approved) complete with U value=1.9-1.3 W/m 2k, flameresistance, self extinguishing, lead freecomprising uPVC multi chambered frame having in built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm duly reinforced with G.I section 2.6 mm whereever required. All corners of frame and sash will be fusion welded. After placing12.5mm laminate glass (6mm clear toughtened +1.5 pvg laminate+5mm clear glass) Annealed glass in the sash, with suppord of hurricane bar for high wind support. uPVC glazing bead, interlock, EPDM gasket brush shall be providede including multi lock and rollers & proper drainage system shall be provided. window frame will be fixed to the wall with 100mm long and 8mm dia.Fasteners and after fixing the gap between frame and adjucent finished wall shall be filled with weather proof silicon sealant over backer rod of required size, of approved quality complete in all respect as per approved drawing & direction of the Engineer -In-Charge.
3.15
-
8500
Supplying, fitting and fixing of M.S grills, grill gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railing ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge ( W.I. / M.S. windows grills, grill gates, collapsible gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railings square bar along with required nos. of nails and screws and other required materials of approved quality and approved size shall be supplied by the contractor at his own cost.)
154.35
-
68.73
Providing & Applying priming one coat with water based Cement primer of approved brand and manufacture on plastered surface including cost, conveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T & P, scaffolding etc. required for the work and complete in all respect as per specification and direction of Engineer-in-charge.
404.86
-
58.13
Painting to external surface of building with two coats of weather coat of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
82.39
-
412.2
Providing and applying to outside walls with textured exterior paint of required shade as approved by EIC
54.93
-
61.33
Providing & painting Two coats of Plastic Emusion paint with 1st quality oil bound washable distemper of approved brand and manufacturer to give an even shade as per the instruction of Engineer - In- Charge at all elevations including all material & labour complete.
267.54
-
76.4
Providing and painting two coats with synthetic enamel paint of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height over a coat of primer of approved quality and shade including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge.
5.67
-
70.81
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m.
28.8
-
486.22
Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
112.5
-
280.23
LANDSCAPE & HORTICULTURE WORK
-
-
-
Earth work in excavation by manual / mechanical means in foundation trenches or drains, including dressing of sides and ramming of bottoms and dewatering wherever required, including all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 5km including cost of all labours/ equipments , taxes, sundries and T&P etc all complete as per the direction of Engineer-in-charge.
-
-
-
All kinds of soil
-
-
-
Upto 1.5 Mtr Depth
305.99
-
199.7
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 etc. including all lead and lift, cost of labour ,material, conveyance and taxes ,sundries ,T & P, complete as per the directions of Engineer-in-charge.
205.01
-
110.94
Disposal of building rubbish / malba /rock/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved dumping Stilt or as approved /directed by Engineer-in-charge, including all lifts involved.etc as per the direction of Engineer-in-charge.
100.98
-
151.2
Supplying and filling with sand in foundation and plinth in layers not exceeding 20 cm in depth, well watered and compacted , top surface dressed and levelled to proper level and gradient including cost of all materials, conveyance, taxes, royalties, loading, unloading, cost of all labour, T&P, etc. all complete as per the direction of Engineer-in-Charge.
61.2
-
339.12
Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floor using cement,4 cm. size black hard crusher broken granite stone metal, screened and washed sharp sand for mortar of approved quality from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T&P required for the work including shoring, shuttering and dewatering, hire & running charges of water pump complete if required as per the instruction of the Engineer -in -charge.
61.2
-
3913.21
Flyash brick masonry in cement mortar (1:6) using flyash bricks having crushing strength not less than 75kg/cm2,immersing the bricks in water before use, splays cutting, circular moulding , corbelling etc.including cost of conveyance ,taxes & royalties, loading and unloading of all materials & cost of all labours ,materials, scaffolding ,watering & curing ,sundries, T & P etc. complete as per the direction of Engineer-in-charge .
-
-
-
Foundation & Plinth
123.57
-
3984.1
Providing Fly-Ash bricks masonry work in Super Structure using Fly-Ash bricks confirming to IS 12894 and IS 2212 in cement mortar (1:6) affter immersing the bricks for minimum 6 hours in water before use, with all necessary projections, splays cutting, circular moulding, corbelling, etc. as per the drawings including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, scaffolding, staging, watering and curing, sundries, T&P, etc. complete as per the direction of the Engineer-in-charge.
-
-
-
superstructure
235.38
-
4022.43
Providing 12 mm thick cement plaster in cement mortar (1:6) to the surface of brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading,royalties, cost of labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge.
-
-
-
superstructure
123.57
-
133.44
Providing 16mm thick cement plaster to the surface of brick masonry wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge
-
-
-
Ground Floor
154.47
-
190.8
Painting two coats with Water soluble weather coat paints of approved shade of approved make or equivalent over out side brick wall over a coat of primer, by means of brush to outside surface of new walls after scraping, cleaning the surface including all cost of materials, labour, all taxes, watering & curing T&P etc complete as per direction of Engineer -in-charge.
-
-
-
Ground Floor
278.04
-
61.33
Providing and applying to outside walls with textured exterior paint of required shade as approved by EIC
66.73
-
412.2
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. icluding cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.
103.6
-
959.8
Providing and lying Cement Concrete of proportion (1:2:4) using 12 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.
14.57
-
5566.49
FOOD COURT & ENTRANCE FOYER
-
-
-
Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
59.17
-
199.7
Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
120
-
110.94
Supplying of filling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of E.I.C.
49.16
-
339.12
Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring ,shuttering etc.complete all depth and height.
3.86
-
3913.21
Providing and laying plain cement concrete 1:3:6 (1 cement:3 sand: 6 stone agregate 12mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring ,shuttering etc.complete all depth and height.
8.49
-
4249.94
Brick work with Fly Ash. Bricks in cement mortar (1:6) in Foundation having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary.
5.15
-
3984.1
Brick work with Fly Ash. Bricks in cement mortar (1:6) in Super Structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary.
19.13
-
4022.43
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
-
-
-
a) Footings :-
4.83
-
4932.69
b) Column up to plinth :-
1.1
-
10568.57
c) Plinth beam :-
1.41
-
5286.33
d) Lintel
0.13
-
8427.93
e) Column in S.S :-
1.84
-
10568.57
f) Beam
1.41
-
10568.57
g) Slab
1.42
-
9030.47
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge.Cold Twisted bars, Thermo-Mechanically-treated bars.
20.25
-
7410.96
16mm cement plaster on external RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
263.62
-
190.8
12mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
126.07
-
133.44
6 mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
55.76
-
149.83
Providing and fixing seasoned sal wood work in frames at any locations including doors, windows, cupboard, clerestory and other frames fixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs or dash fasteners of required dia and length as per drawing / specification, at all floors and all heights.
0.31
-
55506.9
Providing and fixing Steel work welded in built up section/framed (including M.S. angle, plate, sq.bar, flat, m.s.tubular section, Heavy type hinges) work incuding cutting, hoisting, fixing in position and applying apriming coat of approved steel primer, two or more coats of synthetic enamel paint with approved make and brand in grating, frames, guard bar, ladder, railings for balconies and straircase, brackets, gates and similar works as per direction of Engineer-In-Charge. (All structural steel contractor's own supply).
715.5
-
68.73
Providing and laying Vitrified flooring & Skirting tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand) including pointing the joints with white cement and matching pigments, etc. complete as per direction of Engineer-In-Charge at all floors and all heights.
66.91
-
1025.42
Providing & Applying priming coat with Water base wall primer of approved brand and manufacture on plaster/putty surface as per the instruction of Engineer-In-Charge at all elevations and all heights including all material & labour complete.
497.96
-
58.13
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
497.96
-
84.69
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-in-charge at all elevations including all material labour complete. in all floors and all heights.
243.4
-
61.33
Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion "Royale Shyne" of Asian Paints or equivalent of approved shade as per the instructions of the manufacturers; giving uniform shade etc in all heights of walls etc. including interior wall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge.
254.55
-
76.4
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer - In-Charge at all floors and all heights including all material & labour complete.
53.36
-
70.81
Covered Sun/Rain Sheds.
-
-
-
Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 2.0metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
-
-
-
All kind of soils.
155.75
-
199.7
Stoney earth
15.57
-
271.6
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge.
104.35
-
110.94
Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge.
-
-
-
Ground Floor
177.89
-
339.12
Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 12 mm nominal size) as levelling course in floor and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
-
-
-
Ground Floor
17.1
-
4249.94
Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 12mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
-
-
-
Ground Floor
9.72
-
4928.49
First class Fly ash Brick masonry using bricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
-
-
-
Ground Floor
19.13
-
3984.1
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. at all floors and all heights.
-
-
-
a) Footings
32
-
4932.69
b) Tie beam
4.05
-
5286.33
c) Column.
-
-
-
Ground Floor
8.67
-
10568.57
f) Roof Beam
-
-
-
Ground Floor
7.29
-
10568.57
g) Roof Slab
-
-
-
Ground Floor
9.38
-
9030.47
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars complete at all floors and all heights.
-
-
-
Ground Floor
72.95
-
7410.96
6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
-
-
-
Ground Floor
75
-
149.83
Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge at all floors and all heights.
-
-
-
Ground Floor
75
-
754.9
Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
-
-
-
Ground Floor
75
-
58.13
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete at all floors and all heights.
-
-
-
Ground Floor
75
-
61.33
Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
-
-
-
Ground Floor
75
-
280.23
SKATING RINK.
-
-
-
Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.
90
-
199.7
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
60.3
-
110.94
Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
60
-
339.12
Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
20
-
3913.21
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling as per drawing, specification and direction of Engineer-In-charge.
200
-
959.8
Providing, lifting, hoisting and laying Reinforced cement concrete of M-200 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
23.63
-
4626.49
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
210
-
70.81
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
54
-
3984.1
Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
200
-
754.9
WATER BODY & SITIING, WATER WALK.
-
-
-
Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 2.0metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
-
-
-
All kind of soils.
450
-
199.7
Stoney earth
45
-
287.9
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge.
301.5
-
110.94
Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge.
-
-
-
Ground Floor
36
-
339.12
Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 12 mm nominal size) as levelling course in floor and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
-
-
-
Ground Floor
36
-
4249.94
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. at all floors and all heights.
-
-
-
a) Footings
75
-
4932.69
c) Column.
-
-
-
Ground Floor
6.75
-
10568.57
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars complete at all floors and all heights.
-
-
-
Ground Floor
91.38
-
7410.96
Providing and fixing Premium quality Ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x200 in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of Engineer-In-Charge. In all floors and all heights.
-
-
-
Ground Floor
663
-
755.82
FORMAL LOUNGE AND CAFÉ
-
-
-
Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
-
-
-
All type of soil
31.32
-
199.7
Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
20.88
-
110.94
Supplying of filling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-charge.
53.87
-
339.12
Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height as direction of Engineer-In-charge.
11.14
-
3913.21
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
18.81
-
3984.1
Brick work with Fly ash Bricks in cement mortar (1:6) in super structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
22.46
-
4022.43
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
-
-
-
a) Footings :-
4.05
-
4932.69
b) Pedestal
1.15
-
4932.69
c) Plinth beam :-
3.22
-
5286.33
d) Column up to Slab top :-
3.24
-
10568.57
e) Beam
3.72
-
10568.57
f) Slab :-
12
-
9030.47
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge.Cold Twisted bars, Thermo-Mechanically-treated bars.
33.19
-
7410.96
12mm cement plaster on external smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. all complete as per the specification and direction of Engineer-In-charge.
88.92
-
133.44
16mm cement plaster on internal RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. all complete as per the specification and direction of Engineer-In-charge.
6
-
190.8
6mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights as direction of Engineer-In-charge.
80
-
149.83
Providing and laying Vitrified floor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction of Engineer-In-Charge at all floors and all heights.
87.2
-
944.94
Providing & applying priming coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
174.92
-
58.13
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-Charge at all elevations including all material labour complete.
88.92
-
61.33
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
174.92
-
84.69
Providing & painting two coats of Plastic emulsion paint with 1st quality of approved brand and manufacturer to give an even shade as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
86
-
76.4
Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
80
-
280.23
AMPHITHEATER (OAT)
-
-
-
Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.
360
-
199.7
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
241.2
-
110.94
Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
120
-
339.12
Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
80
-
3913.21
Providing, lifting, hoisting and laying Reinforced cement concrete of M-200 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
80
-
4626.49
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
33.75
-
3984.1
Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
837.5
-
754.9
WELCOME GATE .
-
-
-
Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
-
-
-
All type of soil
36.81
-
199.7
Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
22.74
-
110.84
Supplying of filling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-charge.
26.38
-
339.12
Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height as direction of Engineer-In-charge.
5.65
-
3913.21
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
5.21
-
3984.1
Brick work with Fly ash Bricks in cement mortar (1:6) in super structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
14.79
-
4022.43
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
-
-
-
a) Footings :-
3.56
-
4932.69
b) Pedestal
1.3
-
4932.69
c) Plinth beam :-
2.33
-
5286.33
d) Column up to Slab top :-
2.43
-
10568.57
e) Lintel
0.33
-
8427.93
f) Beam
2.45
-
10568.57
g) Slab :-
6.22
-
9030.47
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge.Cold Twisted bars, Thermo-Mechanically-treated bars.
23.49
-
7410.96
12mm cement plaster on external smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. all complete as per the specification and direction of Engineer-In-charge.
111.32
-
133.44
16mm cement plaster on internal RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. all complete as per the specification and direction of Engineer-In-charge.
46.6
-
190.8
6mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights as direction of Engineer-In-charge.
49.75
-
149.83
Providing and laying Vitrified floor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction of Engineer-In-Charge at all floors and all heights.
11.94
-
944.94
Providing and laying Matte Finish Vitrified floor tiles 300x300 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 (1cement:4coarse sand) including pointing the joints with white cement and matching pigments, etc. complete as per direction of Engineer-In-Charge at all floors and all heights.
3.24
-
834.28
Providing and fixing 1st quality Ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x200 in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of Engineer-In-Charge. In all floors and all heights.
16.43
-
755.82
Providing and fixing seasoned sal wood work in frames at any locations including doors, windows, cupboard, clerestory and other frames fixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs or dash fasteners of required dia and length as per drawing / specification, at all floors and all heights.
0.05
-
55506.9
Providing, fitting and fixing of approved make 35mm thick (laminate finished thickness of the door) factory made flush doors of the followings size finished with 1mm thk. laminate of approved colour & shade to both side fixed to the teak wood bidding, complete in all respect bidding/lipping as per drawing/design. The door will be provided with all necessary fittings & fixtures, i.e. Baan Code-LKYPDC527), 125x75x3mm (code no-7912) SS201 hinges, etc. of approved make with all materials, labour, T&P, taxes etc. as per direction of Architect/Engineer-in-Charge. (Basic Rate of 32mm thk. factory made flush door Rs.1560/Sqm & 1mm thk. laminate Rs.361/Sqm).
1.89
-
4539
Supplying fitting, fixing Fatory made single leaf rigid FRP sandwich composite Door/Window Frame & shutter (allternatly GRP) of 32 mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised isopathalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) mpregnate with orthopthalic polysterskin. The thickness of the skins shall not be less than 1.5 mm Expanded polystyone(EPS) structural foam panel of 29 mm thickness and a density of 20 kg/cu.mtr shall be used as core material. Wooded reinforcement made of seaoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinfocements for fitting the metal fittings such as tower bolt, aldrop. hanles, etc. shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material. The material and process for manufacturing the door shutters shall be conform to RV- TIFAC composite design Center's standards and specifications and the door shutters tested in conforming to IS: 4020-1998. The finish door shutter will be plain colour as per specification and diection of Engineer-In-Charge.
1.58
-
3500
Providing and fixing of factory made Fenesta or equivalent uPVC sliding window (white colour or approved) complete with U value=1.9-1.3 W/m 2k, flameresistance, self extinguishing, lead freecomprising uPVC multi chambered frame having in built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm duly reinforced with G.I section 2.6 mm whereever required. All corners of frame and sash will be fusion welded. After placing12.5mm laminate glass (6mm clear toughtened +1.5 pvg laminate+5mm clear glass) Annealed glass in the sash, with suppord of hurricane bar for high wind support. uPVC glazing bead, interlock, EPDM gasket brush shall be providede including multi lock and rollers & proper drainage system shall be provided. window frame will be fixed to the wall with 100mm long and 8mm dia.Fasteners and after fixing the gap between frame and adjucent finished wall shall be filled with weather proof silicon sealant over backer rod of required size, of approved quality complete in all respect as per approved drawing & direction of the Engineer -In-Charge.
5.22
-
8500
Providing and fixing M.S grill of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (All steel sections contractor's own supply).
140.94
-
68.73
Providing and fixing Steel work welded in built up section / framed (including M.S. angle,plate, sq.bar, flat, m.s.tubular section, Heavy type hinges) work incuding cutting, hoisting,fixing in position and applying apriming coat of approved steel primer, two or more coats of synthetic enamel paint with approved make and brand in grating,frames,guard bar, ladder, railings for balconies and straircase, brackets, gates and similar works as per direction of Engineer-In-Charge.(All structural steel contractor's own supply).
324.9
-
68.73
Providing & applying priming coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
207.67
-
58.13
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-Charge at all elevations including all material labour complete.
111.32
-
61.33
Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
207.67
-
84.69
Providing & painting two coats of Plastic emulsion paint with 1st quality of approved brand and manufacturer to give an even shade as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
96.35
-
76.4
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
26.08
-
70.81
Providing & fixing Unistone or equivalent Glass reinforced concrete (G.R.C) brick tile in approved pattern i.e. red shade and size different textures of natural brick. The GRC brick tile shall have texture and shade of natural brick. The thickness of GRC brick tile shall be between 12-14mm having weight of approxmately 3-3.5 kg per Sq Ft. The GRC brick tile should be made from '43 grade' White portland cement manufactured by 'jk cement' or equivalent, quartz, fine silica sand, Alkali resistant glass fiber manufactured by N.EG JAPAN OR equivalent , super plasticizers manufactured by BASF or equivelent polymer manufactured by BASF or equivalent and U.V resistance Synthetic inorganic pigments should be used for pigmentation manufactured by BAYFERROX (Germany) LANXESS or equivalent.The material casting should take place in FRP molds. The fixing of GRC brick tile should take place on rough plastered surface of 1: 3 (cement : coarse sand) with Dual fixing procedure i.e. exterior grade cement polymer based tile adhesive Unistone ultimate or equivalent to be applied with exterior grade cement polymer based tile adhesive Unistone Ultimate or equivalent to be applied with exterior grade cement polymer based grout in matching brick tile shade to be used to tile group.
76.2
-
1850
Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
49.75
-
280.23
Providing and fixing of stainless steel name plate at the top of the Entrance gateway wall and complete all as direction of the Egineer-in-Charge.
1
-
50000
CHILDREN'S PLAY ZONE.
-
-
-
Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.
291
-
199.7
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
194.97
-
110.94
Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
270
-
339.12
Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
3.5
-
3913.21
Providing, lifting, hoisting and laying Reinforced cement concrete of M-200 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
0.54
-
4626.49
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
31.5
-
3984.1
Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
95.6
-
754.9
Supplying, Installation, Testing and Commissioning of Swing" 7' height play equipment : The leg support , top bar and swing frame is made from powder coated ‘A’ class GI pipes. two seats are made out of molded plastic including all material, labour, accessories and commissioning all complete as per the direction of engineers in charge and Technical Specification.
12
-
35000
Supplying, Installation, Testing and Commissioning of "Two seater Arc Swing" play equipment : 02 children can enjoy the swing at one time, Arched shaped side frame and top pipe is made up of GI ‘A’ class pipes. Swings with anti skid chequered reinforced rubber top and ball bearings are mounted inside including all material, labour, accessories and commissioning all complete as per the direction of engineers in charge and Technical Specification .
4
-
18000
Supplying, Installation, Testing and Commissioning of "Multy See-Saw" play equipment : The standard see saw is a good entertainer for the children. The lever of the see – from moulded plastic including all material, labour, accessories and commissioning all complete as per the direction of engineers in charge and Technical Specification.
6
-
15400
Supplying, Installation, Testing and Commissioning of "Multy level & multi functional play equipment : from moulded plastic including all material, labour, accessories and commissioning all complete as per the direction of engineers in charge and Technical Specification.
2
-
385000
Providing and fixing dustbin made out of precast R.C.C ring of dia 2'-0" and height of 3'-0" with precast r.c.c cover . The unit will be finished with decorative fero-cement plastering to give bamboo/wood finish as per design with all material, labour, accessories and commissioning all complete as per the direction of engineers in charge .
4
-
5500
GYMING FACILITY.
-
-
-
Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.
112.5
-
199.7
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
105.53
-
110.94
Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
75
-
339.12
Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
25
-
3913.21
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling as per drawing, specification and direction of Engineer-In-charge.
250
-
959.8
Providing, lifting, hoisting and laying Reinforced cement concrete of M-200 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
16.88
-
4626.49
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
150
-
70.81
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
35.1
-
3984.1
Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
130
-
754.9
Providing and fixing GYM instrument (sample of should be approved by Engineer-In-Charge) with all assesory complete, with labour as per in all floors and all heights.
8
-
50000
YOGA PODIUM.
-
-
-
Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.
90
-
199.7
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
60.3
-
110.94
Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
60
-
339.12
Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
20
-
3913.21
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling as per drawing, specification and direction of Engineer-In-charge.
200
-
959.8
Providing, lifting, hoisting and laying Reinforced cement concrete of M-200 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
23.63
-
4626.49
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
210
-
70.81
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
54
-
3984.1
Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
200
-
754.9
RUNNING/JOGGERS TRACK.
-
-
-
Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge.
540
-
199.7
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge.
361.8
-
110.94
Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
180
-
339.12
Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
120
-
3913.21
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling as per drawing, specification and direction of Engineer-In-charge.
1200
-
959.8
Providing, lifting, hoisting and laying Reinforced cement concrete of M-200 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
57.38
-
4626.49
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
765
-
70.81
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
4.05
-
3984.1
Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
16.2
-
754.9
LANDSCAPE & HORTICULTURE WORK
-
-
-
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water
3032.27
-
37.7
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete
1516.13
-
369.47
Supplying and stacking sludge at site including royalty and carriage upto 5 km complete
150
-
276.9
Supplying and stacking at site dump manure from approved source, including carriage upto 1 km complete (manure measured in stacks will be reduced by 8% for payment) :
-
-
-
Screened through sieve of I.S. designation 20 mm
60.65
-
207.83
Screened through sieve of I.S. designation 16 mm
48.52
-
225.31
Rough dressing the trenched ground including breaking clods.
3032.27
-
0.73
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
5053.78
-
2.37
Fine dressing of the ground.
5053.78
-
1.78
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).
3032.27
-
25.66
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
1516.13
-
17.48
Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 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 earth shall be paid for separately).
-
-
-
In rows 5 cm apart in both directions
5053.78
-
61.33
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.
200
-
216.8
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 reduction 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 90 cm dia, and 90 cm deep
200
-
130.4
Holes 60 cm dia, and 60 cm deep
400
-
39.95
Holes 45 cm dia, and 45 cm deep.
400
-
17.1
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)
-
-
-
Trees Plant
200
-
6.4
Shrubs Plant
400
-
3.2
Hedge Plant
400
-
2.15
Providing & fixing of River Pabbles size of 2" to 2.50" dia in natural colour. at site of work including loading, unloading, carriage etc.and as per direction of officer in charge.
10
-
593.05
Supply and stacking of Alstonia scholaris plant of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge.
20
-
65
Supply and stacking of Bauhinia purpurea (Kachnar) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
20
-
80
Supply and stacking of Bottle palm plant of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.
20
-
180
Supply and stacking of Callistemon lanceolatus plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
20
-
65
Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
20
-
65
Supply and stacking of Ficus benjamina (green) plant of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge.
20
-
105
Supply and stacking of Ficus benjamina (green) plant of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge.
20
-
180
Supply and stacking of Foxtail palm plant of ht. 120-150 cm bottom girth 15-20 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.
20
-
230
Supply and stacking of Grevillea robusta (Silver Oak) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-incharge.
20
-
50
Supply and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-incharge.
20
-
650
SHRUBS
-
-
-
Providing and displaying of Areca Palm plant, having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 20 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge.
20
-
157.85
Providing and Displaying Acalypha Different colour well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size of Earthen Pot/ Plastic Pot bushy plant as per direction of the officer-in-charge.
20
-
35.9
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 as per direction of the officer-incharge.
10
-
1937.25
Supply and stacking of plant Calliandra, emarginata of height 45-60 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge.
10
-
35
Supply and stacking of plant Cassia biflora of height 60-75 cm. with 4-5 branches in poly bags of size 25 cm as per direction of the officer-in-charge.
10
-
55
Providing and displaying of Dracaena Song of India plant (three in one), having ht. 30 cm and above, multibranchesed, well developed with fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge.
20
-
112.75
Supply and stacking of plant Euphorbia caracasana (bronze colour leaves) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge.
20
-
50
Supply and stacking of plant Ficus panda of height 30-45 cm. with 3-4 branches and healthy foliage in p.bag of size 20 cm as per direction of the officer-in-charge.
20
-
35
Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-incharge.
20
-
451
Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
20
-
21.55
Supply and stacking of plant Hibiscus variegated of height 45-60 cm. with 3-4 branches and healthy variegated foliage in earthen pots of size 20 cm as per direction of the officer-incharge.
20
-
45
Supply and stacking of plant Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.
20
-
35
Supply and stacking of Jasminum grandiflorum (chameli) plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. .
15
-
30
Supply and stacking of Lagerstroemia flosreginae plant of height 150-165 cm.in big poly bag of size 25 cm as per direction of the officer-in-charge.
15
-
120
Supply and stacking of plant Nerium oleander variegated of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.
15
-
40
Supply and stacking of plant Plumbego capensis well developed with fresh and healthy 30 to 45 cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot as per direction of the officer-incharge.
15
-
60
Providing and Displaying Phoenix roebelenii palm well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot as per direction of the officer-in-charge.
20
-
538.15
Providing and displaying of Raphis palm having ht. 75 cm to 90 cm with 12 to 15 equal suckers, well developed, full of fresh & healthy leaves from bottom to top in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge.
20
-
322.9
Supply and stacking of plant Tecoma gaudichaudi of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.
20
-
35
Supply and stacking of plant Tabernaemontana coronaria (chandni variegated) of height 45-60 cm. with 3-4 branches earthen pots of size 20 cm as per direction of the officer-in-charge.
20
-
45
Supply and stacking of Jasminum humile (Yellow) plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
30
-
30
Supply and stacking of Bougainvillea (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 & as per direction of the officer-incharge.
.
20
-
40
CLIMBERS
-
-
-
Supply and stacking of Bignonia venusta (Golden shower) plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
40
-
40
Supply and stacking of Clerodendrum splendens plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
40
-
30
Supply and stacking of Petrea volubilis plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
30
-
48
Supply and stacking of Quisqualis indica plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
30
-
25
Supply and stacking of Ipomea purpurea (Morning glory) plant of height30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
30
-
35
Supply and stacking of Vernonia elaegnifolia (curtain creeper) plant of height 30 cm to 45 cm.in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
30
-
25
GROUND COVERS PLANTS
-
-
-
Providing and Displaying of Alternanthera species plant of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
20
-
20.5
Providing and Displaying of Asparagus sprengeri plant of height 30 cm to 45 cm, full of leafy branches in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
20
-
20.5
Providing and Displaying of of Cuphea chinensis plant of ht. 30-45 cm full of branches and healthy foliage in 25 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
20
-
20.5
Providing and Displaying of Dianella variegated plant, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
15
-
30.75
Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
15
-
21.55
Providing and Displaying of Ipomea (Golden leaves) plant,with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
10
-
20.5
SHADE LOVING PLANTS
-
-
-
Providing and displaying of Dracaena warneckii having ht. 30 cm to 45 cm. with good colour foliage, well developed, fresh and healthy in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
20
-
56.4
Providing and displaying of Money Plant Broad Leaves mounted on moss stick 90 cm ht., 3 to 4 plants in each pot, well developed with full of fresh & healthy leaves in size of 25 cm Top dia x 18 cm Bottom dia x 25 cm Perpendicular height Earthen pot / Plastic pot . & as per direction
of the officer-in-charge.
20
-
184.5
Providing and displaying of Schefflera high colour plant, having ht. 25 cm to 30 cm, well developed with fresh & healthy foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
30
-
41
Providing and displaying of Syngonium golden 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 leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge.
30
-
193.75
Manufacturing, supplying and fixing retro reflective sign boards madeup of 2 mm thick aluminium sheet, face to be fully covered with highintensity encapsulated type heat activated retro reflective sheetingconforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual),
symbols and borders etc. as per IRC ; 67:2001, pasted on
substrate by an adhesive backing which shall be activated by applyingheat and pressure conforming to class -2 of ASTM-D-4956-01 andfixing the same with suitable sized aluminium alloy rivets @ 20 cmc/c to back support frame of M.S. angle iron of size 25x25x3 mmalong with theft resistant measures, mounted and fixed with 2 Nos.M.S. angles of size 35x35x5 mm to a vertical post made up to M.S.Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes inpipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic
enamel paint of required shade and of approved brand & manufactureover priming coat of zinc chromate yellow primer (vertical MS-Teesupport to be painted in black and white colours).Backside ofaluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of
Engineer--in-charge.
-
-
-
Mandatory/ Regulatory sign boards of 900 mm diametre
with support length of 3750 mm
30
-
4786.35
Cautionary /warning sign boards of equilateral triangular
shape having each side of 900 mm with support length of
3650 mm
25
-
3464.05
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive
backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of
rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
-
-
-
Overhead informatory road signage
30
-
4722.2
Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate
anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
27
-
5266.45
EXTERNAL ELECTRIFICATION
-
-
-
Supply and fixing of following way single pole and neutral, sheet steel, MCB distribution board consumer unit, 240 V on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, hinged front acrylic covr for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required ( But with out MCB / RCCB / Isolator)
-
-
-
2+8 way SPN MCB DD DB - (L+P) DB
2
-
2265
Supply and fixing of 5 amp to 32 amp rating 240 V "C" series miniature circuit breaker suitable for lighting and other loads of the following poles in the existing MCB DB ISI marked complete with connections testing and commissioning etc. as required.
36
-
134
Supply and fixing of following rating 240 V "C" series miniature circuit breaker suitable for lighting and other loads of the following poles in the existing MCB DB ISI marked complete with connections testing and commissioning etc. as required.
-
-
-
32A DP 10kA MCB
3
-
384
Recessed wiring to submain in following sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty flexible conduit with following sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. (Make of wire Finolex/L&T/Anchor/Havels/V Guard )
-
-
-
Single core (2 x 1.5 + 1 x 1.5) sq.mm in 20mm dia. PVC conduit for extension of light point.
158
-
93
Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of size upto 25 sq.mm direct in ground in the same trench in one tier horizontal formation including excavation , sand cushining protective covering and refilling the trench etc. as required.
260
-
61
Supply & laying of following cable in existing cable trench.
-
-
-
2 core 10 sqmm PVC Armoured cable
60
-
157
2 core 6 sqmm PVC Armoured cable for high mast light.
80
-
134
3 core x 2.5 sq.mm round sheathed with PVC in 20mm dia. PVC conduit.
350
-
117
Supply of materials and making end termination of following cables including supply of single compression brass cable glands, cable sockets etc complete as required and as per direction of Engineer-in-charge.
-
-
-
2 core 10 sqmm PVC Armoured cable
12
-
142
2 core 6 sqmm PVC Armoured cable
20
-
134
Supply of materials and installation of pipe earth electrode made out of 50mm dia class B G.I. pipe of 3.0 metre long with arrangements for fitting/ termination of G.I. flat / wire with G. I. nut bolts & washers including cost of charcoal, salt, foreign soil, water pouring arrangements, brick masonary enclosure on top with removable RCC cover complete with labour for excavation of pit in all kinds of soil & rock as required and as per direction of Engineer-in-charge. Complying to the requirements as per I:S: 3043.
8
-
2772
Supply of materials and laying on ceiling/ column/ wall or buried under ground including saddling & making connection at both ends and testing with following size of hot dip galvanised iron flats for earth termination and earth interconnection, making good the damages caused as required complete as per direction of Engineer-in-charge.
-
-
-
10 SWG G.I Wire
25
-
37
Supply, delivery & installation of G.I. coil earthing made out of 10 swg G.I. wire closely wound upto 115 turns in shape of a helical coil of 50mm diameter including excavation of earth pit of size 800 x 800 x 1500 mm (depth) in all kinds of soil, back filling the excavated pit with alternate layers of salt & charcoal around the coil with a diameter of 300mm upto 1000mm deep and balance by good quality of soil, end termination etc complete as required and as per direction of Engineer-in-charge.
2
-
480
FITTING & FIXTURES :-
-
-
-
Supply, installation, testing & commissioning of IP-67 Non integral 3w LED inground light including transformer complete with all other levies etc. as required. (Make : Wipro, C.No.-LI10-003-045-RD-XX* / Philips / Equivalent)
12
-
10550
Supply, installation, testing & commissioning of LED Wall light in reinforced thermoplastic housing and vandal resistant polycarbonate diffuser, suitable for CFL (TC-D) lamp including all other levies as required. (Make : Philips C.no. BWS150 LED200/WW PSU 220-240V 7043 / Wipro / Equivalent)
12
-
12500
SITC of integral flood light luminair with pressure die cast aluminium housing (IP-65) protection suitable for HPITP 400W lamp made built in control gear, aluminium reflector, heat resistant toughened clear glass cover completely mounted on 300mm x 300 mm x 300mm brick work structure in ground or above building covered with MS net including with all other leviesas required & labour. (Make, Philips: Cat No.- MWF331 1xHPITP400W A / Eqivalent)
8
-
10750
Supply, installation, testing & commissioning of IP-65 integral LED step light including all other fixing materials. (Make : Wipro, cat. No. -LT54-002-XXX-RD-XX / Philips / Equivalent)
20
-
4790
Supply, installation, testing & commissioning of LED SPOT offers accent lighting with easy to install and high ingress protection, comes equipped with suitable mounting options including all other fixing materials. (Make : Philips, cat. No. - BGP311 WW/ NW / Wipro / Equivalent)
8
-
6320
SITC of 8 ft. height Colombia Dual pole suitable for mounting Light House Midi luminair, made of 60 mm dia. M.S pipe with polyrethane based metalic colour. The Light House midi luminair with integral translucent designed for 70w HPSV Lamp suitable for 240V single phase AC, complete with ballast, Control gear box, lamps & all other levies etc. as required. (Lamp Make, Philips : Cat No-HPS111 1xSON70W IC / Equivalent)
18
-
11500
SITC of 8 ft. height 60 mm dia. M.S pipe with polyrethane based metalic colour pole suitable for LED stylish, robost and reliable post top lantern using LED as light source with good light distriubution, limited upward light component avoiding light pollution yet affordable ..(Make : Philips:BGP150LED1000/WW PSU 220-240V 7043 / Wipro / Equivalent)
12
-
49500
Providing and fixing pathway lighting including Cables, pole s fixtures and Luminars all complete as pet technical specification and direction of Engineer -In-Charge.
-
-
-
Solar and decorative type
40
-
35000
Out side solar street light
20
-
45000
INTERNAL P.H. & SANITARY WORK.
-
-
-
Supplying, installing, fixing, jointing, testing and commissioning of approved make. Chlorinated Polyvinyl Chloride pipes (CPVC) SDR.11 pipes confirming to ASTM standards with necessary fittings for inetrnal toilet water supply upto 50 dia , and above 50mm dia pipe schedule 40 with fitting shall be schedule 80 ASTM IPS. The fittings and specials such as tees, elbows,couplers, bends, enlargers etc.,m with CPVC brass threaded combination / transition specials such as male adapters brass threaded female adapters, brass FPT Tee, Brass FPT elbow etc., where connection with metal is to be made including necessary drilling holes, chasing walls and making the same good in cement martor 1:1 restore the same original condition neately as directed by the Engineer in-charge. Joints to be made with CPVC solvent cement up to 50mm dia as per ASTM D-2846 and above 50mm dia primer P-70, and solvent confirming to ASTM F-4931 / 724 All exposed pipe shall be painted with latex paint. (for shafts, basement ceiling ringmain Terrace & PRM).The rate shall include necessary GI supports, GI grip bolts, angle brackets, hangers, supports as with suitable GI U-clamps, bolts, nuts and washers etc., The clamps shall be painted with two coats of enamel (approved) paint over a coat of primer etc., complete.
-
-
-
20 mm PVC sch-80 pipes (Oriplast/Supreme)
153
-
108.9
25 mm PVC sch-80 pipes (Oriplast/Supreme)
114
-
136.7
40 mm PVC sch-80 pipes (Oriplast/Supreme)
115
-
218.7
supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings etc. all complete as per P.H. specification and direction of Engineer-in-charge. 250 mm thick wall
16
-
46
Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thick for passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes after insertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of the Engineer-in-charge.
20
-
145.1
Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages as per direction of the E.I.C.
125
-
152.1
Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials complete as per specification and direction of the Engineer-in-charge.
-
-
-
Supplying all materials, labour, T&P and fixing standard sized two way Bib cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP Two way bib cock with Flange Jaquar CON-041KN.
24
-
1177.9
Supplying all materials, labour, T&P and fixing standard sized Bib cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge.15mm dia. nominal bore Long body Bib Cock Jaquar-CON-047KN.
24
-
887.5
Supplying all materials, labour, T&P and fixing standard sized 15mm dia angular Stop cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP angle stop cock with wall flange Jaquar CON-059KN.
36
-
887.5
Supplying all materials, labour, T&P and fixing standard sized pillar cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. 15mm dia brass pillar cock Jaquar Continental Cat. No.- CON -011KN.
12
-
887.5
Fixing of 32mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge.32mm dia brass or gun metal full way valve (shakti make)
8
-
1017
Fixing of 40mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of of approved make as per specification complete as per direction of Er-in-charge.40mm dia brass or gun metal full way valve(shakti make)
6
-
1319
15mm dia PVC connection pipe 450 mm long
8
-
100
15mm dia CP Extention Nipple
25
-
50
Providing and fixing circular type stainless steel jalli (grating) with hole for floor /nahani trap etc complete as per specification and direction of the Engineer in charge.
24
-
75.4
Supplying all materials, labour, T&P and fixing 100 mm dia wall mounted over head shower & Shower arm Hindware/Jaquar/Parryware including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineer-in-charge. 100 mm dia CP overhead shower with Arm
3
-
2608.8
Supplying all materials, labour, T&P and fixing standard sized 15mm dia Concealed Stop cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. Concealed stop cock
7
-
597.2
Supplying all materials, labour, T&P and fixing Health Faucet of Hindware/Jaquar/Parryware complete with Chromium plated brass brackets fixed to wooden plugs with Chromium plated brass screws as per specification and direction of the Engineer-In-Charge.
-
-
-
15mm dia CP Health Faucet of Jaquar 1.2mtr long, 8MM dia
18
-
1888.1
Supplying all materials, labour, T&P and fixing Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701--1996 including cutting holes through the tank and fixing mild steel ltubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting up to a height of 5 meters above ground level and placing the tank to the required position and providing 1st class K.B.Brick work in cement mortar (1:6) of 0.46mt. height in staging and in circular protection wall to support the tank, 12mm thick cement plaster (1:6) over brickwork, R.C.C.slab of size 1.60mt.x1.60mt. and 0.10mt. thick, R.C.C.beam of 0.25mt.x0.30mt. and 2.60mt. average length in cement concrete (1:2:4) using 12mm size h.g.chips including centering and shuttering, watering, curing, conveyance of all materials to worksite etc all complete as per specification and direction of the Engineer-In-Charge. 2000 litre capacity water storage tanks in 1st. floor.
3
-
31976.42
Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge.
-
-
-
110mm diameter U-PVC SWR pipes(Oriplast type-B/Supreme)
150
-
211.8
110mm U-PVC door Tee
90
-
150
110mm U-PVC offset
95
-
130
110mm U-PVC door bend
85
-
140
110mm U-PVC plain shoe bend
65
-
220
110mm U-PVC vent cowl
65
-
50
110mm P-trap
45
-
250
110mm U-PVC plain bend
80
-
100
Supplying all materials,labour T&P and cutting holels through existing brick or laterite masonry wall for taking H.C.I pipes and fittings including making good the damages etc. all complete as per P.H.Specification and direction of the Engineer-In-Charge. 250mm to 375mm thick wall
25
-
250
Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern of Hindware/Jaquar/Parryware with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main etc all complete as per the specification and direction of the Engineer-in-charge.
-
-
-
10 Liters capacity PVC cistern with 32mm dia flush bend.
18
-
1595.4
Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) of Hindware/Jaquar/Parryware duly embedded in cement concrete (1:4:8) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI 'p' or 's' trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages etc all complete as per specification and direction of the Engineer-In-Charge.
-
-
-
Orissa Pan cat no 20004 Starwhite. Size- 53x41 cm
18
-
2486.6
Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet (European type W.C. pan) of Hindware/Jaquar/Parryware with integral 'p' or 's' trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing etc all complete as per specification and direction of the Engineer-In-Charge.
-
-
-
EWC with 'p' / S trap plain Hindware Cat No-20087 (S-10) Starwhite type, size-57x35x39 cm, seat cover for Hindware seat cover Premium starwhite.
12
-
5611.8
Supplying all materials, labour T&P and fixing wash basins of Hindware/Jaquar/Parryware with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered 'Hot' and 'Cold' with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the Engineer-In-Charge.
-
-
-
Hindware ARIEL Wash Basin Size - 550mmx400x790mm, Cat.No. 10100 Starwhite & Hindware ARIEL Pedestal Cat -no- 11003 Starwhite.
12
-
4619.5
Supplying all materials, labour, T&P and fixing bowl pattern urinal of Hindware/Jaquar/Parryware the following sizes including connecting the urinal with 32mm dia pvc waste pipe 910mm long by means of white lead mixed with chopped hemp, fixing 32mm dia CP dome waste, 15mm dia CP spreader including cutting holes in walls land making good the damages with supply of wooden plugs, screws and cement etc all complete as per specification and direction of the Engineer in charge. Hindware Flat back large urinal cat no-60001 starwhite, Size-26.5x31.5x44 cm.
12
-
2131.3
Providing and fixing Salem Stainless steel A ISI (18/8) kitchen sink as per IS : 13983 with C.I. Brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required.
-
-
-
a) Kitchen Sink with drain board Nirali size 510 X 1040 mm bowl depth 178 mm.
1
-
3760.7
Supply and fixing all materials, labour, T & P and providing marble slab urinal partion wall including cutting grooves in wall and making good the damages, watering, curing, conveyance of all materials to work site etc all complete as per direction of the Engineer-In-Charge.
5
-
1344.1
Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the Engineer-in-charge.
-
-
-
600mmx450mm size B.E.mirror (Alpina/Golden fish/Belgion)
8
-
748.9
Supplying all materials, labour, T&P and fixing standard size glass-shelf of Hindware/Jaquar/Parryware with CP brass brackets and guard rails complete fixed to wooden plugs with CP screws as per specification and direction of the Engineer-in-charge.
-
-
-
Jaquar glass shelf ACN-1171 N 600mm long
4
-
1512.6
Supplying all materials,labour, T&P and fixing standard sized CP towel rail 24" of Hindware/Jaquar/Parryware complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer-In-Charge
-
-
-
25mmx600mm long CP towel rail (Jaguar make) ACN-1111NM.
1
-
1468.6
Supplying all materials, labour, T&P and fixing standard sized Chromium Plated brass towel ring complete with Chromium Plated brass brackets fixed to wooden plugs with Chromium Plated brass screws as per specification and direction of the Engineer in charge. Towel ring round & round flange jaquar ACN-1121BN
5
-
1219.88
Supplying all materials, labour, T&P and fixing standard sized Chromium Plated soap case of Hindware/Jaquar/Parryware complete with Chromium Plated brass brackets fixed to wooden plugs with Chromium Plated brass screws as per specification and direction of the Engineer in charge
-
-
-
CP soap holder (Jaguar make) ACN-1131N.
12
-
755.7
Supplying all materials, labour, T&P and fixing standard sized Robe Hook of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Jaquar Robe hook AGA-BIV-31791
4
-
819.5
Supplying all materials, labour, T&P and fixing standard sized Soap Dispensor of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Soap dispense with Glass Bottle. Jaguar AKP-35735P
6
-
1731.3
EXTERNAL P.H. & SANITARY WORK.
-
-
-
Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge.
-
-
-
250mmx250mm with RCC cover
12
-
1066.4
Supplying all materials, labour, T & P and constructing Inspection chamber of the following inside size with CC (1:3:6) mix using 40mm size h.g. metal on bed, Ist class Fly Ash brickwork in CM (1:6) , moulding and shaping the channel inside and benching with CC (1:2:4) using 12mm size h.g. chips, 12mm thick cement plastering (1:3) finished with punning to inside , cement flush pointing (1:3) to outside , R.C.C. cover slab in (1:2:4) using 12mm size h.g. chips with RCC man hole cover , earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering ,curing, conveyance of all materials to worksite , payment of royality , taxes etc. all complete as per aproved drawing , specification and direction of Engineer-in-charge.
-
-
-
Inside size 760mm x760mm x450mm
11
-
7393
Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS: 4985/2000 of the following outside dia for class-3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer-in-charge.
-
-
-
110 mm dia U-PVC pipes Class-3 (0.60 mpa)
110
-
302.4
160 mm dia U-PVC pipes Class-3 (0.60 mpa)
100
-
575.8
Supplying all materials, labour, T&P and constructing Man hole chamber of the following size with cement concrete (1:3:6) using 40 mm size HG metal on bed , !st class Fly Ash Brick work in CM (1:6) moulding and shaping the channel inside and benching with CC (1:2:4) mix using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside ,RCC cover slab in (1:2:4) mix using 12 mm size H.G chips with RCC man hole cover , earth work in all kinds of soil and refilling the cavity around the camber including watering, curing, conveyance of all materials to worksite payment of royalty, taxes etc. all completed as per approved drawing, specification and direction of Engineer-in-charge.
-
-
-
Inside size 900mmx900mmx900mm
6
-
13926.6
addl depth of 0.30m upto 4.50m depth
4
-
2500
Construction of 100users septic tank
-
-
-
Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of the Engineer-in-Charge.
45.6
-
199.7
Extra lifts of 1.50 mtr or part there of over the initial lift of 1.5 mtr in all kinds of embankments and road works and ordinary earthwork in general.
76
-
150
Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15 cm in depth : consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
30.55
-
110.94
Supplying of filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of E.I.C.
6.08
-
339.12
Providing and laying in position plain cement concrete of specified grade with all material and labour complete but excluding the cost of centring and shuttering at all locations & elevations.1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40mm nominal size). In all floors and all heights
3.61
-
3913.21
Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12m size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
3.15
-
5566.49
Supplying all materials, labour, T&P and providing brick work with Fly Ash bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
16.13
-
4215.86
Supplying all materials, labour, T&P and providing 16mm thick cement plaster (1:6) on brickwork including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
129
-
190.8
Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
72
-
30.76
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-In-Charge Cold Twisted bars, Thermo-Mechanically-treated bars.
4.9
-
7410.96
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
4.9
-
9030.47
Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and fixing into walls of man hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge.
20
-
160.1
Supplying all materials, labour, T&P and laying in trenches ( to level or slope ) and jointing with provision of stiff mixture of cement mortar in proportion of 1:1 for salt glazed stoneware pipes, Grade—A of the following internal diameters including testing of pipes and joints complete. 110mm diameter UPC pipe
25.07
-
750
Supplying all materials, labour, T&P and constructing soakway pit of the following size with precast RCC rings joined loose, gravel backing in the rear of well steining, precast RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including cutting hole in the rings for inlet pipe,earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer-In-Charge
-
-
-
RCC rings soakway pit 1.2m dia x 2.0m deep
2
-
15149.6
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