India Tourism Development Corporation Limited Tender
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India Tourism Development Corporation Limited - ITDC Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date18 Sep 2020
Closing Date1 Oct 2020
Tender AmountRefer Documents
Costs
EMD
₹ 23,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_ITDC_57961_1Bid Award Id
ViewTender No
ITDC/Infra/Damoh/2020/9/1Tender Authority
India Tourism Development Corporation Limited ViewPurchaser Address
-Website
http://http://itdc.co.in/
GEM & Bid Advisory Services
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Documents
NIT for Development of Tourism Infrastructure at Beltaal Lake, Damoh, Madhya Pradesh.
Development of Tourism Infrastructure at Beltaal Lake, Damoh, Madhya Pradesh.
BOQ Items
40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone
355
-
-
Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. metre 148.10
780
-
-
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
60
-
-
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
32.4
-
-
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
9.11
-
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto 1.5 m. All kinds of soil
2398
-
-
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
5000
-
-
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
17501.7
-
-
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
630
-
-
3. Repair and restoration work of surrounding area Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
84
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
84
-
-
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement
840
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
21.6
-
-
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
162
-
-
Neat cement punning.
162
-
-
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x450x50mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin- charge.
130
-
-
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 40 mm thick
150
-
-
4. Flooring and railing work in the connecting bridge Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
66
-
-
40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone
550
-
-
Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone
220
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
11.99
-
-
Part B
1. Entrance gate with small gate, security guard cabin and cattle trap Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :
All kinds of soil
14.55
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
4.1
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
22.38
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
3357.12
-
-
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
606.36
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood
0.08
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
2.1
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
2.95
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
7.85
-
-
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
29.76
-
-
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm
1
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
125 mm
6
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm
3
-
-
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper
1
-
-
Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90 mm
12
-
-
Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
1
-
-
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
31.36
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
31.36
-
-
Marble stone flooring with 18 mm thick marble stone of Basic rate Rs968.40 per sqm, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Katni stone (Basic rate of stone Rs.90.00/Sqm)
4.4
-
-
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 40 mm thick
48.05
-
-
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
35.45
-
-
2. Construction of Boundary wall around Pond and site adjacent to temple Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
1251.93
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
182.1
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) cum
1832.73
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
312.98
-
-
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
489.09
-
-
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
18.72
-
-
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
63.48
-
-
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
35329.46
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
6.28
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
12.32
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
0.66
-
-
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
2413.55
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
1946.39
-
-
3. Children Play Area Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
631.38
-
-
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
114.48
-
-
Mixing earth and sludge or manure in the required proportion specified or
directed by the Officer-in-charge
430.17
-
-
Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions
1052.3
-
-
Swing A type 2 Seater Providing & fixing double swing set, size 10x5.6x8 ft. Main cross bar 50mm round pipe and 50mm MS Pipe class B for legs, four numbers of 8mm mild steel chains with Rubber or Dunlop belttype seats. All the welding joints of the pipe arerobotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing, with due coats of PU paint of desired color and shade for proper finishing and attractive looks. All product should be quality assured ISO
9001:2015 and ISO 14001:2015 Environmental Safety certified.
3
-
-
FRP Slide Providing & fixing FRP Slide of size 4 x 0.7 mtr with platform height is 2.2 mtr and slide length of 3.7 mtr. Centre support of 50mm dia pipe with handles of 20mm dia pipe and ladder of 25mm dia pipe or rectangular tube with sheet platform. Slide made of fiber reinforced plastic (FRP) of thickness 4-5 mm. All the welding joints of the pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing, with due coats of PU paint of desired color and shade for proper finishing and attractive looks. All product should be quality assured ISO
4
-
-
Revolving Platform Providing & fixing revolving Platform of Size of dia 5ft and 3.2ft height. Handle pipe of 20mm. Platform isprovided with aluminum Chequered sheet. All the welding joints of the pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing, with due coats of PU paint of desired color and shade for proper finishing and attractive looks. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified.
4
-
-
Duck Merry Go Round Providing & fixing Duck Merry Go Round of Size of length 5ft, 2.5ft height and 5ft width. All the welding joints of the pipe are robotic welded with joints scalloped as necessary and dressedofremoving sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing, with due coats of PU paint of desired color and shade for proper finishing and attractive looks. All product should be quality assured ISO
9001:2015 and ISO 14001:2015 EnvironmentalSafety certified.
3
-
-
Single Plank Sea Saw Providing & fixing Single Plank Sea Saw of size 8x2x2 ft. Main plank of 40mm dia MS class B Pipe and sea saw lever of 50 mm dia MS Pipe Class B. All the welding joints of the pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing, with due coats of PU paint of desired color and shade for proper finishing and attractive looks. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 EnvironmentalSafety certified.
3
-
-
FRP Horse Sea SawProviding & fixing FRP Horse Sea Saw of Size of length 12’, width 5’ and height 1’5”. All the welding joints of the pipe are robotic welded with jointss calloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing,with due coats of PU paint of desired color and shade for proper finishing and attractive looks. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified
2
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1.17
-
-
Supplying & Stacking of Selection No.1 doob grass at site fresh & free from weeds havingproper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of the officer in charge.
1052.3
-
-
5. Waking track around pond and decking platform Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
2850
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. cum 323.90
300
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) cum
126.08
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
229.5
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
172.13
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
2655
-
-
6. Food Court.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
101.76
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
302.13
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
57.16
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
108.21
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
28.69
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
6003.06
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
51.84
-
-
Marble stone flooring with 18 mm thick Katni stone (Basic rate of Rs.90/- per sqft, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Katni stone
286.87
-
-
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). Katni stone of slab over 0.50 sqm (Basic rate of stone is Rs.90/- per Sqft)
129.05
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
-
-
-
15 mm nominal outer dia Pipes
165.84
-
-
20 mm nominal outer dia Pipes
33.16
-
-
25 mm nominal outer dia Pipes
33.16
-
-
32 mm nominal outer dia Pipes
55.28
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
249.14
-
-
Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above.
12086.97
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
249.14
-
-
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
261.05
-
-
Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as ,per direction of Engineer-in-Charge.
85.02
-
-
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
300.13
-
-
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing.
133.43
-
-
Providing and fixing counter top Wash basin of basic rate of Rs. 3400.00/ Each, single lever basin mixture of basic rate of Rs. 2300.00/ Each, CP waste coupling of basic rate of Rs. 150.00/ Each . CP brass 32mm dia bottle trap of basic rate of Rs. 850.00/ Each, 02 nos CP Angle valve 15mm dia of basic rate of Rs. 800.00/ Each, all complete including cutting & making good the wall wherever required.as per sample approved by the Enginner in charge. (Note: sanitary ware items with fixtures /fitting of approved brand & manufactures are to be provided as per basic rate mentioned above)
2
-
-
Providing and fixing 15mm dia CP Brass Bib Cock of basic rate of Rs. 1100.00/ Each, complete all as per direction of Engr-in-charge.
12
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
3.12
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
4.29
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
25.94
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
100
-
-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
6
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
-
-
-
Coupler 110 mm
15
-
-
Single tee without door 110x110x110 mm
8
-
-
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Suspended floors, roofs, landings, balconies and access platform
102.59
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
176.09
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
74.69
-
-
7 Sourenir shops Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
74.05
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
160.35
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
42.44
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
84.09
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
11.75
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
5.25
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
25.78
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
6417
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
47.65
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
34.56
-
-
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Katni stone. (Basic rate of stone is Rs. 90.00 per sqft.)
81
-
-
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). Katni stone of slab over 0.50 sqm.
18
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
315
-
-
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
107.45
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on New work
422.45
-
-
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
69.12
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
345
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
3.2
-
-
Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as ,per direction of Engineer-in-Charge.
129.82
-
-
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 30 mm thick Red sand stone - exposed face fine dressed with rough backing.
225.15
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
47
-
-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
6
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
-
-
-
Coupler 110 mm
4
-
-
Single tee without door 110x110x110 mm
2
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Suspended floors, roofs, landings, balconies and access platform
129.82
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
44.82
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
97.35
-
-
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
23.7
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
47.4
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
23.7
-
-
Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions
158
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
158
-
-
8. Public Utility
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
38.36
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
11.5
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
10.24
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
35.46
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
45.3
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:3 (1 cement :3 coarse sand)
16.24
-
-
15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
231.86
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
17.62
-
-
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
83.6
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Suspended floors, roofs, landings, balconies and access platform
88.7
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
3431.7
-
-
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.
54.68
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
8.72
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.82
-
-
Marble stone flooring with 18 mm thick marble stone of Basic rate Rs968.40 per sqm, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
11.23.1 Katni stone .
55.72
-
-
Extra for Katni stone flooring in treads of steps and risers using single length up to 2.00 metre.
8
-
-
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). Katni stone of slab over 0.50 sqm. (Basic rate of stone is Rs.90.00 per Sft.)
364.5
-
-
Float glass panes 5.0 mm thick glass panes (weight not less than 12.5 kg per sqm)
5.09
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:-Butt hinges and necessary screws shall be paid separately)
5.08
-
-
Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90mm
40
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
5.1
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
374.68
-
-
Providing and Fixing Health faucet of basic rate of Rs. 750.00/ Each, all complete including fixing holder/ bracket in tile cladded wall etc, as per direction of Enginner in charge
2
-
-
Providing and fixing vitreous china pedestal type water closet(European type W.C. pan) with seat cover of basic rate of Rs. 1100.00, concealed cistern+ flush plates of basic rate of Rs. 7200.00 with fitting & fixture complete, including cutting and making good the walls and floors wherever required : (Note: sanitary ware items with fixtures /fitting of approved brand & manufactures are to be provided as per basic rate mentioned above)
2
-
-
Providing and fixing vitreous china Urinal of basic rate of Rs. 6500.00 with flushing arrangement by providing & fixing CP Angle valve of basic rate of Rs. 800.00/ Each alongwith necessary CP connection all complete including cutting & making the wall & floor whereas required. )Note: sanitary ware items with fixtures/fitting of approved brand & manufactures are to be provided as per basic rate mentioned above).
-
-
-
Gents Toilet
6
-
-
Providing and fixing counter top Wash basin of basic rate of Rs. 3400.00/ Each, single lever basin mixture of basic rate of Rs. 2300.00/ Each, CP waste coupling of basic rate of Rs. 150.00/ Each . CP brass 32mm dia bottle trap of basic rate of Rs. 850.00/ Each, 02 nos CP Angle valve 15mm dia of basic rate of Rs. 800.00/ Each, all complete including cutting & making good the wall wherever required.as per sample approved by the Enginner in charge. (Note: sanitary ware items with fixtures /fitting of approved brand & manufactures are to be provided as per basic rate mentioned above)
8
-
-
Providing and fixing 15mm dia CP Brass Bib Cock of basic rate of Rs. 1100.00/ Each, complete all as per direction of Engr-in-charge.
18
-
-
providing and fixing PTMT grating of approved quality and colour circular type.100 mm nominal dia
22
-
-
providing and fixing Soap Dispenser (Chrome) of basic rate Rs.300/- each with necessary fixing over tileclossed wall complete as per direction of Engineer-In-Charge.
8
-
-
Providing and fixing toilet paper holder as per direction of Enginner in charge. C.P. brass
10
-
-
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofingcement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofingcement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
146.28
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood
1.48
-
-
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type
8
-
-
Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete.
22
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.door35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
23.32
-
-
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm
14
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
48
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm
14
-
-
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper
4
-
-
French spirit polishing Two or more coats on new works including a coat of wood filler
54.18
-
-
Melamine polishing on wood work (one or more coat).
54.18
-
-
Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
4
-
-
Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
70
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at everythird course of half brick masonry.
2.96
-
-
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
4
-
-
Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :Decorative veneer facings of approved manufacture
46.62
-
-
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-incharge and finished smooth. KATNI Stone. (Basic rate of stone is Rs.90.00 per Sqft.)
3.24
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply, including all CPVC plain &brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solventcement and the cost of cutting chases and making good the sameincluding testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
-
-
-
15 mm nominal outer dia Pipes
160
-
-
20 mm nominal outer dia Pipes
90
-
-
25 mm nominal outer dia Pipes
90
-
-
32 mm nominal outer dia Pipes
50
-
-
Providing and fixing water closet squatting pan (Indian type WC pan ) of size 580x440mm of basic rate of Rs. 2300.00/ Each with 100 mm sand cast Iron P or S trap, with concealed cistern + Flush plates of basic rate of Rs. 7200.00 Each with all fitting and fixtures complete, including cutting and making good the wall & floor whereas requires ( Note: Sanitary ware items with fitting of approved brand & manufactures are to be provided as per basic rate mentioned above)
8
-
-
Providing and fixing soil, waste and vent pipes75 mm diaCentrifugally cast (spun) iron socketed & spigot pipe as per IS: 3989
27
-
-
Providind and fixing soil , wast and vent pipe. 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 .
30
-
-
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :75 mm dia pipe
10
-
-
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :100 mm dia pipe
30
-
-
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :For 75 mm dia pipe
30
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 mm diaSand cast iron S&S as per IS - 3989
20
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.75 mm diaSand cast iron S&S as per IS - 3989
16
-
-
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100x100x100mm Sand cast iron S&S as per IS - 3989
10
-
-
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100mm inlet and 100 mm outlet:Sand cast iron S&S as per IS: 3989
30
-
-
Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :100 mm dia
16
-
-
Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :75 mm dia
16
-
-
Providing and fixing terminal guard :75 mmSand cast iron S&S as per IS - 3989
6
-
-
Providing and fixing Angular Stop Cock With Wall Flange of Basic rate of Rs.850.00 each complete as per direction of Engineer in Charge.
14
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1.26
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and thebase support for tank.
2000
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
2.4
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
6.77
-
-
Supplying and stacking of good earth at site including royalty and carriageupto 5 km complete (earth measured in stacks will be reduced by 20% forpayment).
6.77
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
1.2
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
15.98
-
-
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.75x75x75 mm. Sand cast iron S&S as per IS - 3989
8
-
-
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 40 mm thick
181.74
-
-
9. Drinking water Kiosks with R.O.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
27
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
10.8
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
2.74
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
13.1
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
1.27
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
31.2
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
16.56
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
99.6
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:
72
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
72
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
72
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) Second class teak wood 35 mm thick shutters
6.3
-
-
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Second class teak wood
6.3
-
-
Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :100x58x1.90 mm
9
-
-
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm
3
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
6
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm
3
-
-
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper
3
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
16.38
-
-
Supplying and stacking of good earth at site including royalty and carriageupto 5 km complete (earth measured in stacks will be reduced by 20% for payment).for drinking water inside flooring area
1.41
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1.41
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
27
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
10.39
-
-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
36.75
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
0.83
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
9.12
-
-
Suspended floors, roofs, landings, balconies and access platform
36.75
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
7024.5
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. 20 mm nominal outer dia Pipes
75
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20mm nominal bore
9
-
-
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 20 mm nominal bore, weighing not less than 40 gms
6
-
-
Supply and installation of RO drinking water dispenser with 50 LPH RO and 60 HPT Tank of 50+/- 10 Litres per hour capacity compact Institutional RO System with Automatic Flushing, having TDS rejection ability of 90%, consists of 2 Nos booster pump (150 gpd each) and 4 Nos RO membrances (1812-75 GPD), all complete as per direction of Engineer-in-Charge. (Basic cost of RO drinking water dispenser is Rs. 2,25,000.00/ Each)
3
-
-
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
90.75
-
-
Add for using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of tiles and jointing with grey cement slurry @ 3.3 kg/ sqm.
90.75
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood
0.44
-
-
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
18
-
-
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
4.59
-
-
10. Development of pathway, steps and Railing Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
1.65
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) cum
25.84
-
-
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
84
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth
level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
19.93
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
20.47
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
199.34
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
26.29
-
-
Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of land manure before and after flooding trench with water (excluding the cost of imported earth, sludge or manure).
516
-
-
Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
516
-
-
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
25.8
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
77.4
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
77.4
-
-
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 60 cm dia, and 60 cm deep
100
-
-
Holes 45 cm dia, and 45 cm deep
50
-
-
Providing and displaying of Aglaonema Dove variety having ht. 30 cm to 45 cm with 8 to 10 leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
15
-
-
Providing and displaying of Araucaria cookie having ht. 75 cm to 90 cm, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
15
-
-
Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge.
15
-
-
PProviding and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge
40
-
-
Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
40
-
-
Providing and Displaying Acalypha green well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot bushy as per direction of the officer-in-charge.
10
-
-
Providing and Displaying Fishtail palm plant well developed with fresh & healthy foliage leaves of ht 210 to 240cm Specimen plant in 35 cm Cement Pot as per direction of the officer-in-charge.
10
-
-
Supply and stacking of Acacia auriculiformis plant of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge.
20
-
-
Supply and stacking of Bottle palm plant of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags.
10
-
-
Supply and stacking of Casuarina equisetifolia plant of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge.
10
-
-
Supply and stacking of Ficus nuda 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.
40
-
-
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.
10
-
-
11. Development of Rain shelter Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
162
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
64.8
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
16.45
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
16.56
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
81.6
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
22.35
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
190.08
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:
86.4
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
476.48
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
10.8
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
10.8
-
-
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
200
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm
118.8
-
-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
200
-
-
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
33.06
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
12.81
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
151.68
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
109.44
-
-
Suspended floors, roofs, landings, balconies and access platform
375
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
103.68
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
15576
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
70.82
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
5.9
-
-
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
264.5
-
-
Add using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of roof tiles and jointing with grey cement slurry @ 3.3 kg/ sqm.
264.5
-
-
12. Parking area Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
26
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
337.8
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
225.2
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
19.5
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Suspended floors, roofs, landings, balconies and access platform
13.5
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
6
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
2252
-
-
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including
stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
In cement mortar
10.5
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
4.8
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
Cement mortar 1:6 (1 cement : 6 coarse sand) cum
24
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
2925
-
-
13. Multipurpose Hall with Kitchen and Toilet
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
89.67
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
35.87
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
50.17
-
-
Supplying and stacking of good earth at site including royalty and carriageupto 5 km complete (earth measured in stacks will be reduced by 20% forpayment).
50.17
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
46.22
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
36
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
734.22
-
-
Suspended floors, roofs, landings, balconies and access platform
706.6
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
165.6
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
27.24
-
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto 1.5 m. All kinds of soil
360
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
11.63
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
64.17
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
88.78
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4(1 cement :4 coarse sand)
107.37
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at everythird course of half brick masonry.
107.37
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
229.71
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
273.29
-
-
15mm cement plaster of mix : 1:4 (1 cement : 4 fine sand)
273.29
-
-
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
337.89
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
337.89
-
-
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal
size).
8.46
-
-
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Katni stone. Basic rate of stone is Rs. 90.00/Sqft.
352.4
-
-
Katni stone work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately) Katni Stone of slab over 0.50 sqm. (Basic rate of stone is Rs. 90.00/ sqft)
756.96
-
-
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
348.04
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
16213.5
-
-
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:-Butt hinges and necessary screws shall be paid separately second class teak wood. 35mm thick shutters.
84.27
-
-
Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 100x58x1.90mm
172
-
-
Float glass panes 5.0 mm thick glass panes (weight not less than 12.5 kg per sqm)
84.28
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
2613.3
-
-
Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/
steel works
126.42
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture
50
-
-
Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :Decorative veneer facings of approved manufacture
45.22
-
-
French spirit polishing :Two or more coats on new works including a coat of wood filler
159.57
-
-
Melamine polishing on wood work (one or more coat).
159.57
-
-
Providing and fixing chromium plated brass 100 mm mortice latch andlock with 6 levers and a pair of lever handles of approved quality with
necessary screws etc. complete.
18
-
-
Providing and fixing aluminium extruded section body tubular typeuniversal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door widthfrom 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
18
-
-
Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868)
transparent or dyed to required colour and shade, with necessary screwsetc. complete.Twin rubber stopper
22
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868 ) transparent or dyed
to required colour or shade, with necessary screws etc. complete :150x10 mm
42
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed
to required colour or shade, with necessary screws etc. complete :125 mm
42
-
-
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with
frame of 1st class hard wood and well matched teak 3 ply veneeringwith vertical grains or cross bands and face veneers on both faces of
shutters.35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws
44.62
-
-
Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screwsetc. complete :300x16 mm
5
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length ( hold fast lugs ordash fastener shall be paid for separately).Second class teak wood
2.61
-
-
Wall painting with acrylic emulsion paint of approved brand andmanufacture to give an even shade :Two or more coats on new work
348.04
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity
counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab over 0.50 sqm
3.57
-
-
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm
14
-
-
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size p type. 100x 100 size P-Type with common burnt clay FPS brich of CD 7.5.
2
-
-
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.(The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.)
73.16
-
-
Providing and Fixing Helth faucet of basic rate of Rs. 750.00/ Each, all complete including fixing holder/ bracket in tile cladded wall etc, as per direction of the Enginner in charge
3
-
-
Providing and fixing vitreous china pedestal type water closet(European type W.C. pan) with seat cover of basic rate of Rs. 1100.00, concealed cistern+ flush plates of basic rate of Rs. 7200.00 with fitting & fixture complete, including cutting and making good the walls and floors wherever required : (Note: sanitary ware items with fixtures /fitting of approved brand & manufactures are to be provided as per basic rate mentioned above)
3
-
-
Providing and fixing vitreous china Urinal of basic rate of Rs. 6500.00 with flushing arrangement by providing & fixing CP Angle valve of basic rate of Rs. 800.00/ Each alongwith necessary CP connection all complete including cutting & making the wall & floor whereas required. )Note: sanitary ware items with fixtures/fitting of approved brand & manufactures are to be provided as per basic rate mentioned above).
6
-
-
Providing and fixing counter top Wash basin of basic rate of Rs. 3400.00/ Each, single lever basin mixture of basic rate of Rs. 2300.00/ Each, CP waste coupling of basic rate of Rs. 150.00/ Each . CP brass 32mm dia bottle trap of basic rate of Rs. 850.00/ Each, 02 nos CP Angle valve 15mm dia of basic rate of Rs. 800.00/ Each, all complete including cutting & making good the wall wherever required.as per sample approved by the Enginner in charge. (Note: sanitary ware items with fixtures /fitting of approved brand & manufactures are to be provided as per basic rate mentioned above)
6
-
-
Providing and fixing 15mm dia CP Brass Bib Cock of basic rate of Rs. 1100.00/ Each, complete all as per direction of Engr-in-charge.
5
-
-
Providing and fixing PTMT grating of approved quality and colour circular type.100 mm nominal dia
15
-
-
Providing and fixing of Soap Dispenser (Chrome) of basic rate of Rs. 300.00/ Each with necessary fixing over tile cladded wall complete as per direction of Engineer-In-Charge.
6
-
-
Providing and fixing toilet C.P. paper holder as per direction of Enginner in charge.
5
-
-
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-incharge and finished smooth. KATNI Stone
2.7
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply, including all CPVC plain &brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solventcement and the cost of cutting chases and making good the sameincluding testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
-
-
-
15 mm nominal outer dia Pipes (Approx. Qtty)
75
-
-
20 mm nominal outer dia Pipes(Approx. Qtty)
50
-
-
25 mm nominal outer dia Pipes(Approx. Qtty)
50
-
-
32 mm nominal outer dia Pipes(Approx. Qtty)
40
-
-
Providing and fixing water closet squatting pan (Indian type WC pan ) of size 580x440mm of basic rate of Rs. 2300.00/ Each with 100 mm sand cast Iron P or S trap, with concealed cistern + Flush plates of basic rate of Rs. 7200.00 Each with all fitting and fixtures complete, including cutting and making good the wall & floor whereas requires ( Note: Sanitary ware items with fitting of approved brand & manufactures are to be provided as per basic rate mentioned above)
2
-
-
Providing and fixing soil, waste and vent pipes75 mm diaCentrifugally cast (spun) iron socketed & spigot pipe as per IS: 3989
22.5
-
-
Providind and fixing soil, wast and vent pipe. 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 .
30
-
-
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :75 mm dia pipe
15
-
-
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :100 mm dia pipe
20
-
-
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :For 75 mm dia pipe
15
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 mm diaSand cast iron S&S as per IS - 3989
15
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.75 mm diaSand cast iron S&S as per IS - 3989
10
-
-
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100x100x100mm Sand cast iron S&S as per IS - 3989
8
-
-
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100mm inlet and 100 mm outlet:Sand cast iron S&S as per IS: 3989
8
-
-
Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :100 mm dia
12
-
-
Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm
nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :75 mm dia
12
-
-
Providing and fixing terminal guard :75 mmSand cast iron S&S as per IS - 3989
5
-
-
Providing and fixing Angular Stop Cock With Wall Flange of basic Rate of Rs. 850.00/ Each complete as per direction of engg-in-charge.
15
-
-
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.75x75x75 mm. Sand cast iron S&S as per IS - 3989
5
-
-
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick
cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture
of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for
separately) :30 mm thick. Red san stone.
490.31
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
31.54
-
-
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
206.28
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
1000
-
-
14. GYM
Air Walker
Providing & fixing Air Walker of size 1100x550x1480 mm and fabricated with main post of 114mm dia and 3 mm thick, rest of the pipe are 40 mm dia 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and selflubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered by caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified.
2
-
-
Double Air Swing
Providing & fixing Double Air Swing of size 150x900x1250 mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All
welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and selflubricated
made by reputed company to be approved
by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified.
2
-
-
Big Shoulder Wheel
Providing & fixing Rowing machine of size 50x800x1800mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and elflubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified.
1
-
-
Push & Pull Combination
Providing & fixing Push & Pull Combination of size
1700x700x2000mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and selflubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified.
2
-
-
Elliptical Exerciser
Providing & fixing Elliptical Exerciser of size 200x540x1600 mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and selflubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified. .
2
-
-
Leg Press
Providing & fixing Leg Press of size 2000x550x1600mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints calloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and selflubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified.
2
-
-
Exercising Bars
Providing & fixing Exercising Bars of size 1800x550x1700 mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing.
Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and selflubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified. .
1
-
-
Double Cross Trainer
Providing & fixing Exercising Bars of size 1800x550x1700 mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and self-lubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified. .
1
-
-
Sit Up Board
Providing & fixing Sit Up Board of size 1500x1150x650 mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing.
Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and selflubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified.
1
-
-
Stepper with Twister
Providing & fixing Stepper with Twister of size 1140x850x1575 mm and fabricated with main post of 114 mm dia and 3 mm thick, rest of the pipe are 40 mm dia and 3 mm thick all pipe made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 60-100 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Paddle and Seat shall be made of mild steel with round edges to prevent any impact from injury. Bearing used shall be maintenance free, duly oiled sealed and self-lubricated made by reputed company to be approved by engineer in charge. Equipment to be fitted with built-in limiters to prevent unwanted movement. All the open ends of the pipe to be covered caps for user safety. All product should be quality assured ISO 9001:2015 and ISO 14001:2015 Environmental Safety certified. .
1
-
-
15. Space for yoga Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly,
breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
81
-
-
Mixing earth and sludge or manure in the required proportion specified or
directed by the Officer-in-charge
121.5
-
-
Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions
270
-
-
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
135
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
Cement mortar 1:6 (1 cement : 6 coarse sand) cum
8.22
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
40.5
-
-
Marble stone flooring with 18 mm thick marble stone of Basic rate Rs968.40 per sqm, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
11.23.1 Katni stone (Basic rate of stone Rs.90.00 per sqft.
9
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth
level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
13.95
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
14.85
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
121.54
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
34.44
-
-
Supplying & Stacking of Selection No.1 doob grass at site fresh & free from weeds having
proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per
direction of the officer in charge.
270
-
-
16. Open ceremonial lawn area Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
339
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
508.5
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
847.5
-
-
Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions
1130
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
20
-
-
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 60 cm dia, and 60 cm deep
200
-
-
Holes 45 cm dia, and 45 cm deep
100
-
-
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 cost of plant & water)
-
-
-
Cost of plantation per tree
250
-
-
Shrubs Plant
80
-
-
Hedge Plant /Ground cover
70
-
-
Providing and displaying of Aglaonema Ice ht.25 cm having 10 to 12 fresh,healthy and attractive colorful leaves, well developed in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge.
30
-
-
Providing and displaying of Aglaonema Dove variety having ht. 30 cm to 45 cm with 8 to 10 leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
25
-
-
Providing and displaying of Araucaria cookie having ht. 75 cm to 90 cm, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
30
-
-
Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge.
20
-
-
Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction
of the officer-in-charge.
30
-
-
Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per
direction of the officer-in-charge.
40
-
-
Providing and Displaying Acalypha green well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size Earthen Pot/
Plastic Pot bushy as per direction of the officer-in-charge.
20
-
-
Providing and Displaying Fishtail palm well developed with fresh & healthy foliage leaves of ht 210 to 240cm Specimen in 35 cm Cement Pot as per direction of the officer-in-charge.
30
-
-
Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge
25
-
-
Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags.
30
-
-
Providing and stacking of Casuarina equisetifolia of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge.
20
-
-
Providing and stacking of Ficus nuda 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.
10
-
-
Providing and stacking of Foxtail palm 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.
30
-
-
Providing and stacking of Bauhinia acuminata height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.
10
-
-
Providing and stacking of Hamelia patens of height 90-105 cm. bushy in big size HDPE bags as per direction of the officer-in-charge.
20
-
-
Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge.
30
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
18.49.1 15 mm nominal bore
2
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes
180
-
-
Supplying & Stacking of Selection No.1 doob grass at site fresh & free from weeds having
proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of the officer in charge.
1130
-
-
17. Signages Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
4.86
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
0.3
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
2.84
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
3.24
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
911.25
-
-
Centering and shuttering including strutting, propping etc. and removal
of form for :
-
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
36
-
-
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 70 mm thick
22
-
-
18.Benches Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
23.76
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
7.13
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
3.04
-
-
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
12.45
-
-
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Katni stone. Basic rate of stone is Rs. 90.00/Sqft.
34.88
-
-
19. Dustbins Providing and fixing open top stainless steel Fancy Garden standing swinigning type Dustbin of basic rate Rs.9500/- for garbage collection of capicity 75 ltr. in double bucket with top cover as per direction of Engineer-in-charge.
15
-
-
Part - C 1 (Aesthetic Walkway Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil
38.4
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
37.2
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
18.6
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
13.6
-
-
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match
the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
Dark shade pigment using ordinary cement
186
-
-
New-2 (Open theatre) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil
127.84
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
39.73
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
29.18
-
-
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone
413.45
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
15.69
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
40.12
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
20.48
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
11443.5
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
31.31
-
-
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
5
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
486.3
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
85.37
-
-
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
486.3
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge).
33
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
5105.88
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
78.55
-
-
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
67.87
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
446.97
-
-
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
78.55
-
-
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material
within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
196.47
-
-
Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead :
-
-
-
Of area 3 sq. metres and below
10
-
-
Of area beyond 3 sq. metres
10
-
-
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding
etc. including dismembering and stacking within 50 metres lead.
1000
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction
of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
249.28
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within
50 metres lead as per direction of Engineer - in- charge.
166.19
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth
level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
102.75
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
68.5
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
685
-
-
E&M Work Wiring for Light point/ Fan point/ Exhaust Fan point/ Call Bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group- B
96
-
-
Group- c
12
-
-
Wiring for light/ power plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
1030
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings.)
63
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 & 5/6 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required.
53
-
-
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
-
-
-
2 X 2.5 sq.mm + 1 X 2.5 sq.mm Earth wire
1390
-
-
Supplying and fixing 20 Amps, 240 Volts, SPN industrial type, Socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 amps, 2 Pole, RCCB in sheet steel enclosure , on surface or in recess with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
-
-
-
25A, 3 pin socket outlet controlled by 20A 2P RCCB.
30
-
-
Supplying and drawing following pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
-
-
-
2 pair
150
-
-
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required
-
-
-
25 mm
950
-
-
32 mm
500
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6A Switch
148
-
-
15/16 A Switch
40
-
-
3 pin 5/6 A Socket Outlet
68
-
-
6 pin 15/16 A Socket Outlet
40
-
-
Telephone socket outlet
18
-
-
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.
-
-
-
4 modular plate (125 mm X 75 mm)
39
-
-
8 Module (125mmX125mm)
37
-
-
SITC of following type fluorescent / LED fixtures shall be complete with Electronic Ballast, PF improvement capacitor, and Control gear box. Bipin Rotor type lamp holder, starter, starter base, all pre wired upto the terminal block. All fixtures shall be supplied with lamps.
-
-
-
SITC of LED 18 Watt Reccessed/ surface mounted LED matte white downlighter housing made of elluminum with height translucent diffusre with colour tempetrature of 5700/6500 K.
242
-
-
SITC of sleek and seamless profiled extruded aluminium/ Polycarbonate batten with efficent diffuser to enlighten workspaces and retial spaces and built in electronic driver 1 X 20 Watt LED Tube Light
76
-
-
SITC of 5 watt Flexible LED Strip using high Britness SMD Led as the light source for indoor application sutiable for cove lighting / Decorative lighting
25
-
-
SITC of 1 X10 watt bulkhead light with dia cast aluminium housing with complete assembly and PC opal diffuser for uniform illumination. Suitable for surface/wall mounted application rated IP65 5700 CTC (K)
16
-
-
SITC of 10 watt a uniquely designed suspended circular luminaire wih efficient illumination provides beautiful ambience in open celing and collaborative spaces
30
-
-
Supply, installation, testing and commissioning of 1 X 8 W LED for tree uplighter ground burried with opticlear lens housed in die-cast aluminium alloy body of weather proof flood light fixture with sealed tempered glass on the body including reflector with controlgear plate with holder complete confirming to IP-66
125
-
-
Supply, installation, testing and commissioning of 1 X 45 Watt post top light pure polyester UV polyster UV resistant powder coated die cast aluminium housing with PMMA clear diffuser for uniform illumination
2
-
-
SITC of 11 W IP 65 LED Inverted BOLLARD Light fitting suitable for 360 degree produces flat wide light which is particularly suitable for landscaping, Reliable robust design with IP 65 protection impact resistance , Suitable for ground mounting applications with M10 Bolt , complete and as per approved make.
60
-
-
SITC of 3.2 Watt step light with copact, robust, non corrosive aluminum body with high lumen output leds that enjances the safety and architectural design of step and entrance areas, complete and as per approved make.
80
-
-
SITC of 6 Watt inground light with aluminium die cast light with high purity lens for illuminating pathways enhancing the safe and vibrant area 300 CTC (K) with drivers complete and as per approved make.
40
-
-
SITC of 450 mm ( 18") sweep swing hi speed wall mounted Fans complete with all fittings or as approved make
49
-
-
SITC of heavy duty exhaust fans of following size sweep with gravity louvers shutters including all accessories/ installation materials required 300 mm sweep 900 rpm
37
-
-
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder, painted including earthing etc. as required. (But without CB/RCCB/Isolator). All distribution board should be with the space provision for RCCB.
-
-
-
8 way , Double door
20
-
-
12 way , Double door
3
-
-
16 way , Double door
2
-
-
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
Single Pole SP MCB
115
-
-
Double Pole 32 Amps
31
-
-
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
40
-
-
Supplying and fixing of 63 amps rating, double pole, (single phase and neutral), 240 Volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
5
-
-
SITC and fabrication of double door feeder Piller size 1000X1000X300 deep powder coated made out of 1.6 mm thick CRCA sheet i/c aluminium Bus-Bar, angle iron frame, copper links, nut bolts washers, panel locks, internal wiring with copper conductor wire, thimbles, ferrules, cable ties, PVC Channel, MCB channels etc. as required. 1 sqm. Following Material to be Fixed in Panel:-
a) For Main 200Amp. 50KA FP MCCB with 200Amp – 250Amp Thermal release range. 01 no.
b) For Main 100Amp. 50KA FP MCCB with 100Amp – 150Amp Thermal release range. 02 nos.
c) Spreaders 8Pc set for 200Amp FP MCCB 01 set
d) Spreaders 8Pc set for 100Amp FP MCCB 01 set
e) SP MCB 6A / 10A 04 nos.
f) LED Indication Light Red & Yellow (22.5mm) 04 nos.
g) LED Indication Light Blue (22.5 mm) 01 no.
h) Power Contactor 110Amp MNX 110 01 no. i) ADD – ON Auxiliary Contact 01 no.
j) Time switch 01 no.
k) On Off Push button with element 02 nos. l) Auto manual switch 01 no.
m) Multifunction Meter 96 sq.mm square 01 no.
n) CT 200/5Amp 03 nos.
o) Power & control wiring with copper wires, copper strip, insulators, Copper Thimble, fuel, PVC Sleeves, PVC channels, Nut Bolts, Cable Tie etc. 01 set
2
-
-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
12
-
-
Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I.pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required.
40
-
-
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in
recess for connections etc. as required.
40
-
-
Supplying of following size of PVC insulated PVC sheathed, aluminium/ Copper conductor armoured/Un-armoured cable 1.1 KV grade as per technical specifications.
-
-
-
3.5 x 70 sq mm (Al) Armoured
700
-
-
4 x 16 sq mm (Al) Armoured
496
-
-
4 x 10 sq mm (CU) Un-Armoured
748
-
-
3 x 2.5 sq mm (Cu) Un-Armoured
3000
-
-
3 x 1.5 sq mm (Cu) Un-Armoured
4000
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
-
-
-
3.5 x 70 sq mm (Al)
8
-
-
4 x 16 sq mm (Al)
45
-
-
4 x 10 sq mm (Al)
70
-
-
Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
-
-
-
32 mm
550
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OUTDOOR ILLUMINATION Mild Steel Pole, 60W LED Aluminium lighting Fixture , Aluminium Top Reflector, Toughened Glass, Anodised Aluminium Reflector, Silicon Rubber Gasket, Stainless Steel Screws, Corrosion and UV Ray Resistant Coating. Dimension: 700mm Top Diameter of Reflector Plate, with 4000mm (Including fixture) Pole height of Diameter 114mm. Base Plate of 250mm Dia with 3 holes for fixing of pole. Coating: Pre-treatment through shot blasting and polishing method. Topcoat of UV rays resistant exterior grade poly urethane paint. As per Design approved by Eng. Incharge .
110
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Supply, laying & testing of following size of PVC insulated, PVC sheathed, round armoured aluminium conductor power cable of 1100 volt grade laid on surface of wall / column / existing RCC / stone ware / masonry cable trench / cable trey / through G.I. pipe / hume pipe as the case may be, including cost of saddles / clamps / markers etc but excluding the cost of G. I. pipe / hume pipe complete with making good the damages caused and returning the balance unused cables to stores as required and as per direction of Engineer-in-charge.
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4 X 6 sq mm Aluminium Armoured Cable
1500
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4 X 10 sq mm Aluminium Armoured Cable
1150
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4 X 16 Sq mm Aluminium Armoured Cable
1000
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Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
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4 X 16 sq. mm (28mm)
20
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4 X 10 sq. mm (25mm)
20
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Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
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32 mm
1200
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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required.
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2x2.5 sq.mm
993
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SITC OF 16 Mtr HIGH MAST LIGHT
a) SITC of 16M high mast shaft in two sections suitable for 47 m/s wind speed, with Latching type head frame, winch mounting bracket, luminaries carriage suitable to install luminaries in symmetrical arrangement.
b) SITC of raising lowering system comprising double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial. (Wiring material from JB to individual luminaries & MCB in base compartment are not included and are a part of installation). c) SITC of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template. d) SITC of 240W LED Flood Light ( IP 66 , IK 07 , Lumen efficay 120, Lumen package 28800 , CRI 70 , built in surge protection of 4KV and additional surge protection of 10KV , Power Factor .95 and THD 10%)
e) SITC of LED type single dome aviation obstruction light.
f) Erection Part: Construction of shallow foundation with M20 grade concrete for the high mast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labor. (24 LUM)
g) Erection of the high mast with the help of suitable tools and plants, wiring of luminaries with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm, lugs, MCB and all labor. h) Provision of GI pipe earthing for High mast with 2.5 M long 40 mm dia GI Pipe including connection to High mast earth terminal with 25 x 3 mm GI flats with all materials and labour. (2 nos per mast required) i) Installation of the mast feeder pillar by grouting the stand in concrete.
2
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CCTV
SITC of 2.0 megapixel Day/ Night fixed bullet IP IR camera 1 / 2.7” CMOS sensor, having maximum resolution: 30 FPS @ 1080P (1920 x 1080) HD IR ranges up to 50 mtrs as per the technical specifications and requirement, complete at site as per direction of engineer in charge..
17
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SITC of 2.0 megapixel Day/ Night PTZ dome IP IR camera 1 / 2.8” CMOS sensor, having maximum resolution: 30 FPS @ 1080P (1920 x 1080) HD IR ranges up to 150 mtrs as per the technical specifications and requirement, complete at site as per direction of engineer in charge.
15
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SITC of 32 channel network video recorder with 8 HDD SATA with raid support and RJ-45 interface with motion and schedule recording as per the technical specifications and requirement, complete at site as per direction of engineer in charge.
1
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SITC of 6TB HDD in NVR complete as Required as Direction of Engineer In charge.
2
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Supplying and Laying of UTP 4 Pair CAT 6 LAN Cable in the Existing surface/ recessed steel/ PVC conduit With Connection complete as Required as Direction of Engineer In charge.
1500
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S.I.T.C of Optical Fibre Armoured Cable Single Mode 6 Core cable complete as required as Direction of Engineer In charge.
2000
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Wiring for circuit /sub main wiring along with earth wire with the 2X1.5 sq. mm + 1X1.5 sq. mm earth wire size of FRLS PVC insulated copper conductor, single core cable in surface /Recessed medium existing PVC conduit as Required as Direction of Engineer In charge.
1000
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SITC of 6/12 Port LIU Complete as required as Direction of Engineer In charge.
2
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SITC of OFC Patch cord SC-LC ,SC-SC as Direction of Engineer In charge.
25
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Supplying and fixing of 25 mm size, medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
3500
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S.I.T.C of Network Switch Managed Layer 2 ,8Port POE with 120 or above watt POE Budget with 2 SFP Port Loaded with minimum 1 SFP as per requirement complete as Direction of Engineer In charge.
2
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S.I.T.C of Network Switch Managed Layer 2, 24Port POE with 4 SFP Port Loaded with minimum 2 SFP as per requirement, complete at site as Direction of Engineer In charge.
2
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S.I.T.C of Wall Mount Network Racks 9U with accessories like FAN, PDU, Power Point, Cable manger etc, as per requirement, complete at site as Direction of Engineer In charge.
2
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Media converter for Camera as per requirement, complete at site as Direction of Engineer In charge.
5
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SITC of UHD LED smart TV with minimumum requirements of screen resolution of 3840 X 2160 pixel, sound output of 20 Watt, refresh rate 50 Hz, Screen Size 43", HDMI Port-2 nos., USB 2.0/3.0- 2 nos. with power consuption of 0.5 W, AC 100-240 V, 50/60 HZ and with one year complete warranty
1
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SITC of 6 mtr 100 mm dia GI (Class-B) Pole with complete accessories and painting etcas Direction of Engineer In charge and as per arroved make
32
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Solar Grid
Design, fabrication, Supply Installation Testing & Commissiong of Hybrid/Grid Interactive Roof Mounted Solar Photovoltaic (PV) system generation plant having PV Array Capacity of 40KW with battery backup using suitable rating poly crystalline Modules & accessories conforming to IEC 61215& IEC 61730, & conforming to other standard as per technical specifications, with suitable mounting, fixing arrangement on the GI/steel structure.,as per below specification. Polycrystaline Photovoltaic Module - 120Nos. Of 335Wp with connecting cables and MC4 Connectors as per specifications, Solar Hybrid Grid Connected Inverter 40KW 3-Phase (240V) 1 Set, Battery Bank 240V 300Ah (120Nos. 2V 300Ah) Solar Tubular Battery for solar application with proper connections up to PCU - 1 Set. Module Mounting Structure for solar modules of Hotdip galvanised MS angle iron to withstand the wind velocity of 150KM/h with proper SS304 nuts and bolts. Array Junction Box (IP65) along with DC Surge arrester, DC string fuse, Earthing Gland - 1 Set. Manual Onload Changeover Switch to by pass the Inverter - 80A FP. Supply and Laying of DC - UV protected copper Cable, Single core for interconnetion of PV Modules with UV Protected Cable Tie - 1x4 sqmm Cu Cable (Red & Black) - 500Mtr. Supply and Laying of - XLPE insulated PVC Sheathed Copper, cable in the existing surface/recessed steel/MS conduit as required. (From AJB to PCU) 2x95 sqmm Cu Cable - 30Mtr. B) Supply and Laying of - XLPE insulated PVC Sheathed copper, cable in the existing surface/recessed steel/MS conduit as required. (From PCU to Battery Bank) - 2x95 sqmm Cu Cable - 5Mtr. Supply and Laying of XLPE insulated PVC Sheathed Al cable in the existing surface/recessed steel/MS conduit as required. (From PCU to ACDB) - 4x35 sqmm Al Cable - 5Mtr. Supply and fixing following sizes of CPVC Conduit with fitting for out door/roof top cabling as required - 32mm CPVC Conduit - 100Mtr. Supply and fixing following sizes of FRP Prefabricated perforated Cable Tray with fitting for out door/roof top cabling as required - 100Wx50Hx1.6mm, With fittings - 10Mtr. Earthing with G.I. pipe earthing with maginet Powder (For Inverter and body earthing) - Set of 6. Lightening Arrester at PV located area: Copper Rod type of 1.2 Meter Length - 1 Set. GI Strips - Bare 25x3mm including all necessary fixing accessories and effecting connections as per specifications - 100Mtr. Cement Concrete in foundation for module mounting structure, of (RCC 1:2:4) & Installation and commissioning of above items/Equipments - 180Cu.Ft
1
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Supply Installation Testing & Commissioning of Musical Water Fountains in pound area with the following, complete in all respect with all accessories: a) Automatic Shooter Jet Nozzles Inner Dia : - 1.25" Nozzle :- Brass / Gun Metal (Chrome Plated ) with included all necessary spares as required. b) 10' Dia GI ring with 25 nos of ½” nozzles with nozzle branches ,socket ,stands support , flanges, gas kit nut bolt Pipe Size : - 2" of B class quality of pipe with all accessories as required
c) 4' Dia GI ring with 15 nos of ½” nozzles with branches ,socket ,stands support , flanges , gaskit nut bolt ,with Pipe Size : - 2" of B class quality of pipe with all accessories as required
d) Rotating / Spinning Jets with wall thickness - 8mm with Brass/Gun Metal (Chrome Plated) 1/4 “ spout nozzles - 06 Nos. of pattern Size and Brass/Gun Metal (Chrome Plated) 1.5" Inlet Nozzles – 3 Set.
e) Water screen nozzles with gunmetal/brass (chrome plated) of 1" Size f) Flower Three stage ¼“ nozzles made of Gunmetal/Brass with chrome plating 25 Nos. of nozzles branches complete with all accessories.
g) Submersible pump with flow rate 1950 LPM at the head of 10m, min 7.5 HP, 7.5 KW capacities with body and Impeller made out of Cast Iron with all necessary accessories. h) Solenoid valves of Size : - 1.5" Body - SS 304 Grade with Submersible Coil of size 1.5’’ for solenoid valves inclusive of all accessories - 09 Nos. i) Underwater LED lights to highlight the jets suitable for 12V supply with LED’s, 1M flexible cable with cable gland, all complete with Aluminum die cast alloy body and Wattage - 3W X 9 LEDs with total capacity of 27 W each complete with accessories as required.-35 nos.
j) SMPS Power Supply 12V-24V 40Amp 220Volt 50Hz for Lights complete as required.
k) Electrical work such as submersible cables of size – 2.5mm 4 cores, & 6mm 3 cores flat with copper wire, wiring for underwater lights & pump etc complete as required and with the direction of engineering in charge.
l) Plumbing work such as UPVC pipes and suitable for the respective working pressure 6kg/cm2 10kg/cm2 with all fittings coupling, tees, bends, reducers, bushes, male & female thread adopters, screwed adaptors, & jointing with solvent chemicals etc. as required. m) Electrical Starter of cubical type wall/floor mounted 16 gauge weather proof powder coated double door body conforming to IP-65 for recirculation pump with in coming MCB of atleast 40amp with isolator box with ms sheet and stands , PVC cable glands , thimble 2.5mm 6mm 1.5mm with combined joint connectors etc as required for circulation of pump. n) Highly quality sound system / Musical console system with 02 amplifier, wide frequency speakers for dynamic and surround sound – 08 Nos. with 02 Nos. of woofer weather proof speakers and 200w input power all are heavy duty designed elegantly contracted. o) FRP (fiber reinforced plastic ) Floating Float in 4’ Dia with 300mm thick float with three layer coat of fiber layers for suitable size for fountain p) Water body size: 12'X 12' etc with direction of engg in-charge – 8 Nos.
q) Stainless Steel work with in pipe size 1" X 1" in SS 304 Grade 16 Gauge with provision of submersible pumps etc as per direction of engineering in charge. r) All other accessories/spare part not mentioned above but required at site to make fountain working shall be provided. s) The top must potion of the fountain should be at the level of water level in the pound.
2
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Supply Installation Testing & Commissioning of Floating Fountain in pound area with the following, complete in all respect with all accessories: a) Aerator Nozzle made of Brass with chrome plating of Size 2” in 1 outlet branches to cover height of 20' to 30'as required. b) FRP float in 1200mm dia with 300mm thick of SS skid manifold, complete as required with stands etc as required.
c) Submersible pump with flow rate 900 LPM with head of 10m, 3HP, 3KW, Cast Iron Body and impeller with necessary accessories as required.
d) Underwater 27 W LED lights to highlight water screen, suitable for 12V supply with LEDs complete 1M flexible cable with cable gland complete with all accessories required.-4 nos. e) SMPS Power Supply 12V-24V, 40Amp, 220Volt, 50Hz for fountain and lights etc complete as required.
f) Electrical Starter box in 16 gauge weather proof body lockable type with space for 12V-24V SMPS power supply for light &40 Amp MCB for light & pump etc. included all necessary accessories. g) Plumbing work such as UPVC pipes and suitable for the respective working pressure 6kg/cm2/ 10kg/cm2 with all fittings coupling, tees, bends, reducers, bushes, male & female thread adopters, screwed adaptors, control valve & jointing, solvent chemicals as required. h) Electrical work such as submersible cables Size 2.5mm 4 core, 2.5mm 4 core & 6mm 3 core flat with copper wire , conducting, junction box, wall conduit, deck box wiring of underwater lights & pump etc as required. i) All other accessories/spare part not mentioned above but required at site to make fountain working shall be provided. j) The top most potion of the fountain should be at the level of water level in the pound
1
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PLC (Programmable Logic Control) for 02 Nos. Musical Fountain with Computer Control System, for programming pattern songs of 40 minutes programming with all spare including computer system with high speed i-5 intel, 8 GB Ram, 1 TB HDD for hardware control system including installed software with complete programming to operated fountain with wi-fi router complete as required for running the fountain to the satisfaction of Engineer-In- Charge.
1
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Part- D Comprehensive Operation and Maintenance Cost Comprehensive O&M including all material and manpower required for all the items executed in the main tender as per schedules of quantities after expiry of DLP of one year. DLP will start from the date of handing over of the project after execution in all respect.
(a) O&M cost for 1st year after DLP
12
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Comprehensive O&M including all material and manpower required for all the items executed in the main tender as per schedules of quantities after expiry of DLP of one year. DLP will start from the date of handing over of the project after execution in all respect.
(b) O&M cost for 2nd year
12
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Comprehensive O&M including all material and manpower required for all the items executed in the main tender as per schedules of quantities after expiry of DLP of one year. DLP will start from the date of handing over of the project after execution in all respect.
(c) O&M cost for 3rd year
12
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