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Refer DocumentsDocument Cost
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Refer Documents
Description
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Contact
Tender Id
2021_ORULB_69666_2Bid Award Id
ViewTender No
CN_04_2021-2022Tender Authority
Municipal Bodies ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
P.C.C (1:4:8). Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
38.29
-
4834.08
Fly Ash bricks Masinary (1:6) (in F & P). First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
39.14
-
4388.23
R.C.C M25. Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. a) Footing & Pedestal
49
-
5861.5
b) Plinth beam :-
16.15
-
6228.5
c)Column in Super - Structure :-
17.9
-
11564.08
d)Roof Beam :-
27.5
-
11564.08
e)Roof Slab :-
51.23
-
10048.72
Reinforcement. Providing & fixing TMT Fe-500 reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
203.61
-
5893.19
12 mm Plastering. Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to outside surface of brick masonry walls after racking out joints including watering and curing rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as directed by the Engineer in charge.
89.24
-
142.69
16 mm Plastering. Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
63.28
-
201.91
6 mm Plastering. Providing 6mm thick plaster using OPC 53 grade cement in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge.
753.76
-
154.97
Kotta Flooring. Providing and fixing 16mm thick Kota stone flooring (sample of Kota stone should be approved by EIC) for any locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 25mm thick bed of cement mortar 1:1 (1 cement : 1 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-In-Charge. In all floors and all heights.
337.92
-
778.2
Cement Primer. Providing & Applying priming one coat with water based Cement primer of approved brand and manufacture on plastered surface including cost, conveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T & P, scaffolding etc. required for the work and complete in all respect as per specification and direction of Engineer-in-charge.
906.28
-
58.13
Weather Coat. Painting to external surface of building with two coats of weather coat of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
89.24
-
61.33
Plastic Emulsion Paint. Providing & painting Two coats of Plastic Emusion paint with 1st quality oil bound washable distemper of approved brand and manufacturer to give an even shade as per the instruction of Engineer - In- Charge at all elevations including all material & labour complete.
817.04
-
76.4
Plinth Protection. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m.
20.07
-
609.6
25mm Thick Greading. Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
271
-
302.79
TOILET BLOCK. Earthwork in excavation of all kinds of soil in foundation trenches or drains (not exceeding 1.5 m in width od 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and disposal of surplus excavated soil, with all lead and lift, etc. all complete as per the direction of Engineer-in-Charge. A. All type of Soil
47.42
-
199.7
Back Filling. Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge.
31.77
-
109.85
Sand Filling. Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge.
38.46
-
895.78
P.C.C (1:4:8) Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
6.03
-
4834.08
Fly Ash bricks Masinary (1:6) (in F & P). First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
6.87
-
4388.23
Fly Ash bricks Masinary (1:6) (Superstructure). First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement (PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
17
-
4426.56
Fly Ash Half bricks Masinary (1:4) (Superstructure). First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix (1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
5.59
-
4628.62
R.C.C M25 Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. a) Footing & Pedestal
7.28
-
5861.5
c) Plinth beam :-
3.09
-
6228.5
d) Column in Super - Structure :-
1.87
-
11564.08
e) Lintel :-
1.09
-
9462.98
e) Chajja
0.23
-
6184.76
g) Roof Beam :-
3.1
-
11564.08
h) Roof Slab :-
3
-
10048.72
Reinforcement. Providing & fixing TMT Fe-500 reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
25.41
-
5893.19
12 mm Plastering. Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to outside surface of brick masonry walls after racking out joints including watering and curing rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as directed by the Engineer in charge.
113.66
-
142.69
16 mm Plastering. Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
146.53
-
201.91
6 mm Plastering. Providing 6mm thick plaster using OPC 53 grade cement in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge.
24.02
-
154.97
Matt Finish Vitrified Tile. Providing, fitting and fixing Matt Finish Vitrified tile in floor of size 300x300 mm of approved make conforming to IS: 13755 laid on 20 mm thick cement mortar 1:4 (1 cement: 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc required for the work all complete as per direction of Engineer-In-Charge (for New work only)
237
-
859.53
Ceramic Wall Tile. Providing and fixing Premium quality Ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x200 in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of Engineer-In-Charge. In all floors and all heights.
98.04
-
789.11
FRP DOOR. Supplying fitting and fixing Fibre Reinforced Polymer FRP composite door shutter with door frame of approved size & including of all fittings as per approved design with glass fibre reinforced plastic moulded skins and a special sandwiched core, so as to impart monolithic composite structure as per approved technology (DST) to satisfy IS: 14856 door testing performance criteria including all complete, as approved by EIC.
11.39
-
3500
WINDOW Supplying, fitting, fixing up window (sliding type) made up Powder coated aluminum Section 151-154, 151-155, as windows frame section No. 151-155, 151-153 and 151-167 as shutter frame with 5mm thick Reflective glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes labour, T&P etc. complete as per direction of Engineer-in-charge.
4.36
-
3646.4
M.S. Grill. Supplying, fitting and fixing of M.S grills, grill gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railing ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge ( W.I. / M.S. windows grills, grill gates, collapsible gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railings square bar along with required nos. of nails and screws and other required materials of approved quality and approved size shall be supplied by the contractor at his own cost.)
201.5
-
68.73
Cement Primer. Providing & Applying priming one coat with water based Cement primer of approved brand and manufacture on plastered surface including cost, conveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T & P, scaffolding etc. required for the work and complete in all respect as per specification and direction of Engineer-in-charge.
284.22
-
58.13
Weather Coat. Painting to external surface of building with two coats of weather coat of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
113.67
-
61.33
Plastic Emulsion Paint. Providing & painting Two coats of Plastic Emusion paint with 1st quality oil bound washable distemper of approved brand and manufacturer to give an even shade as per the instruction of Engineer - In- Charge at all elevations including all material & labour complete.
170.56
-
76.4
Synthetic Enamel Paint to Steel / Wood work. Providing and painting two coats with synthetic enamel paint of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height over a coat of primer of approved quality and shade including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge.
11.39
-
70.51
Plinth Protection. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m.
15.8
-
609.6
25mm Thick Greading. Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
34.39
-
302.79
WAITING HALL. Earthwork Excavation. Earthwork in excavation of all kinds of soil in foundation trenches or drains (not exceeding 1.5 m in width od 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and disposal of surplus excavated soil, with all lead and lift, etc. all complete as per the direction of Engineer-in-Charge. a) All type of Soil b) Stony Earth c) Hard Rock
37.37
-
199.7
Back Filling. Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge.
25.04
-
109.85
Sand Filling. Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge.
22.08
-
895.78
P.C.C (1:4:8). Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
6.86
-
4834.08
Fly Ash bricks Masinary (1:6) (in F & P). First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
10.45
-
4388.23
Fly Ash bricks Masinary (1:6) (Superstructure). First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement (PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
6.67
-
4426.56
R.C.C M25. Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. a) Footing & Pedestal
5.33
-
5861.5
b) Column Up to Plinth Lvl :-
0.91
-
11564.08
c) Plinth beam :-
1.88
-
6228.5
d) Column in Super - Structure :-
2.27
-
11564.08
f) Roof Beam :-
2.5
-
11564.08
g) Roof Slab :-
6.97
-
10048.72
Reinforcement. Providing & fixing TMT Fe-500 reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
24.92
-
5893.19
16 mm Plastering. Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
63.22
-
201.91
6 mm Plastering. Providing 6mm thick plaster using OPC 53 grade cement in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge.
85.5
-
154.97
Kotta Flooring. Providing and fixing 16mm thick Kota stone flooring (sample of Kota stone should be approved by EIC) for any locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 25mm thick bed of cement mortar 1:1 (1 cement : 1 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-In-Charge. In all floors and all heights.
58.74
-
778.2
Cement Primer. Providing & Applying priming one coat with water based Cement primer of approved brand and manufacture on plastered surface including cost, conveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T & P, scaffolding etc. required for the work and complete in all respect as per specification and direction of Engineer-in-charge.
148.72
-
58.13
Plastic Emulsion Paint. Providing & painting Two coats of Plastic Emusion paint with 1st quality oil bound washable distemper of approved brand and manufacturer to give an even shade as per the instruction of Engineer - In- Charge at all elevations including all material & labour complete.
148.72
-
76.4
Plinth Protection. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m.
14.87
-
609.6
25mm Thick Greading. Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
400
-
302.79
SHOP Earthwork in excavation of all kinds of soil in foundation trenches or drains (not exceeding 1.5 m in width od 10 sqm on plan ) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and disposal of surplus excavated soil, with all lead and lift, etc. all complete as per the direction of Engineer-in-Charge. a. All type of Soil
29.73
-
199.7
Back Filling. Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge.
19.92
-
109.85
Sand Filling. Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge.
20.79
-
895.78
P.C.C (1:4:8) Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
5.24
-
4834.08
Fly Ash bricks Masinary (1:6) (in F & P). First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
7.21
-
4388.23
Fly Ash bricks Masinary (1:6) (Superstructure). First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement (PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
10.97
-
4426.56
R.C.C M25. Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. a0 footing & pedestal
4.07
-
5861.5
a. Plinth beam
2.02
-
6228.5
b. Column in super - structure :-
1.17
-
11564.08
c. Lintel:-
0.33
-
9462.98
d. Roof Beam:-
2.02
-
11564.08
e. Roof Slab:-
5.2
-
10048.72
Reinforcement. Providing & fixing TMT Fe-500 reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)
18.21
-
5893.19
12 mm Plastering. Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to outside surface of brick masonry walls after racking out joints including watering and curing rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as directed by the Engineer in charge.
99.65
-
142.69
16 mm Plastering. Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
81.04
-
201.91
6 mm Plastering. Providing 6mm thick plaster using OPC 53 grade cement in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge.
41.64
-
154.97
Kota Flooring. Providing and fixing 16mm thick Kota stone flooring (sample of Kota stone should be approved by EIC) for any locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 25mm thick bed of cement mortar 1:1 (1 cement : 1 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-In-Charge. In all floors and all heights.
38.29
-
778.2
Rooling Shutter. Supplying, fitting and fixing of Roling SHUTTER, gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railing ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge ( W.I. / M.S. windows grills, grill gates, collapsible gates with top and bottom rails, steel windows, steel doors, steel frames for doors and windows, staircase and parapet railings square bar along with required nos. of nails and screws and other required materials of approved quality and approved size shall be supplied by the contractor at his own cost.)
153.6
-
68.73
Cement Primer. Providing & Applying priming one coat with water based Cement primer of approved brand and manufacture on plastered surface including cost, conveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T & P, scaffolding etc. required for the work and complete in all respect as per specification and direction of Engineer-in-charge.
222.33
-
58.13
Weather Coat. Painting to external surface of building with two coats of weather coat of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.
99.65
-
61.33
Plastic Emulsion Paint. Providing & painting Two coats of Plastic Emusion paint with 1st quality oil bound washable distemper of approved brand and manufacturer to give an even shade as per the instruction of Engineer - In- Charge at all elevations including all material & labour complete.
122.68
-
76.4
Synthetic Enamel Paint to Steel / Wood work. Providing and painting two coats with synthetic enamel paint of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height over a coat of primer of approved quality and shade including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge.
32.71
-
70.51
Plinth Protection. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m.
13.94
-
609.6
25mm Thick Greading. Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
13.01
-
302.79
ENTRANCE GATEWAY. Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. a. All type of soil
26.84
-
199.7
Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
17.89
-
109.85
Supplying of filling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of Engineer-In-charge.
3.63
-
895.78
Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height as direction of Engineer-In-charge.
2.07
-
4834.08
Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
1.78
-
4426.56
Brick work with Fly ash Bricks in cement mortar (1:6) in super structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge.
7.21
-
4426.56
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. a) Footings :-
10.7
-
5861.5
c) pedestal:-
0.81
-
5861.5
d) Plingth beam:-
1.48
-
6228.5
e) column up to slab top:-
4
-
11564.08
f) Beam:-
1.97
-
11564.08
g) Slab:-
2.75
-
10048.72
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding ( Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge.Cold Twisted bars, Thermo-Mechanically-treated bars.
27.5
-
5893.19
12mm cement plaster on external smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. all complete as per the specification and direction of Engineer-In-charge.
82.92
-
142.69
6mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights as direction of Engineer-In-charge.
19.84
-
154.97
Providing & Applying priming coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete.
102.76
-
58.13
Providing and applying to outside walls with two or more coats of Anti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-Charge at all elevations including all material labour complete.
82.92
-
61.33
Providing and fixing Steel work welded in built up section / framed (including M.S. angle,plate, sq.bar, flat, m.s.tubular section, Heavy type hinges) work incuding cutting, hoisting,fixing in position and applying apriming coat of approved steel primer, two or more coats of synthetic enamel paint with approved make and brand in grating,frames,guard bar, ladder, railings for balconies and straircase, brackets, gates and similar works as per direction of Engineer-In-Charge.(All structural steel contractor's own supply).
1029
-
68.73
Finishing walls with textured exterior grade paint at all height to wall surface Royal/Rivera/ Duracast of Asian paints or equivalent of required shade as per the instructions of the manufacturers giving uniform shade etc .including providing scaffolding,cleaning,curing & supply of all matrials and labour complete as per drawing, design and direction of Architect/Engineer-in-charge.
50
-
412.2
INTERNAL ROAD & PAVING WORK. Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. All type of Soil
149.84
-
199.7
Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
100.39
-
109.85
Supplying of filling sand in foundation and over areas including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of E.I.C.
59.67
-
895.78
Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring ,shuttering etc.complete all depth and height.
37.48
-
4834.08
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
51.15
-
5861.5
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge.Cold Twisted bars, Thermo-Mechanically-treated bars.
18.28
-
5893.19
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling.as per drawing, specification and direction of Engineer-In-charge. GICO Tile ( GPT-1, 4 & 6) Red and Yellow colour
69.6
-
840.44
Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
36
-
70.51
LANDSCAPING Surface dressing of the ground including removing Vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish lead upto 50m (at least 5m away from the dressed area).
100
-
38.9
Supplying and stacking & speareding of good earth at site including royalty and carrage up to 5 KM (earth measured in stacks will be reduced by 20% for payment) 300mm th.
25
-
373.58
Supplying and stacking sludge at site including royalty and carrage up to 5 KM (sludge measured in stacks will be reduced by 8% for payment). (Provisional)
20
-
276.9
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation, breaking clods and fine dressing the ground including all materials and labour complete as per direction of Engineer-In-Charge.
50
-
4.9
Provision of soft surfaces such as grass lawns in between the open spaces.
100
-
61.62
Provision of plantation all around the campus with suitable tree guard where required.
15
-
190
Slow growing ornamental species. (Provision)
15
-
428.57
shrub species (i-Local species).
15
-
95.24
Creepers/ Climbers/ Ground covers.(Provision)
15
-
175
INTERNAL P.H. & SANITARY WORK. GPH Works: Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer-in-charge. i) 20 mm PVC sch-80 pipes (Oriplast/Supreme)
30
-
100.9
ii)25 mm PVC sch-80 pipes (Oriplast/Supreme)
60
-
125.1
iii)40 mm PVC sch-80 pipes (Oriplast/Supreme)
30
-
199.2
supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings etc. all complete as per P.H. specification and direction of Engineer-in-charge. i ) 250 mm thick wall
7
-
46
Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thick for passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes after insertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of the Engineer-in-charge. i) 250 mm thick wall
2
-
145.7
Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages as per direction of the E.I.C.
90
-
156.9
Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials complete as per specification and direction of the Engineer-in-charge. a) Supplying all materials, labour, T&P and fixing standard sized two way Bib cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP Two way bib cock with Flange Jaquar CON-041KN.
5
-
1000.7
Supplying all materials, labour, T&P and fixing standard sized Bib cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge.15mm dia. nominal bore Long body Bib Cock Jaquar-CON-047KN.
5
-
754.7
Supplying all materials, labour, T&P and fixing standard sized 15mm dia angular Stop cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP angle stop cock with wall flange Jaquar CON-059KN.
9
-
754.7
Supplying all materials, labour, T&P and fixing standard sized pillar cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. 15mm dia brass pillar cock Jaquar Continental Cat. No.- CON -011KN.
4
-
754.7
Fixing of 32mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge.32mm dia brass or gun metal full way valve (shakti make)
1
-
871.7
Fixing of 40mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of of approved make as per specification complete as per direction of Er-in-charge.40mm dia brass or gun metal full way valve(shakti make)
1
-
1127.6
15mm dia PVC connection pipe 450 mm long
4
-
85
15mm dia CP Extention Nipple
15
-
50
Providing and fixing circular type stainless steel jalli (grating) with hole for floor /nahani trap etc complete as per specification and direction of the Engineer in charge.
8
-
67.9
Supplying all materials, labour, T&P and fixing 100 mm dia wall mounted over head shower & Shower arm Hindware/Jaquar/Parryware including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineer-in-charge. 100 mm dia CP overhead shower with Arm (Jaquar -OHS-1989, Jaquar SHA 483)
5
-
2227.8
Supplying all materials, labour, T&P and fixing standard sized 15mm dia Concealed Stop cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. Concealed stop cock Jaquar CON-083FTK.
5
-
508.6
Supplying all materials, labour, T&P and fixing Health Faucet of Hindware/Jaquar/Parryware complete with Chromium plated brass brackets fixed to wooden plugs with Chromium plated brass screws as per specification and direction of the Engineer-In-Charge. 15mm dia CP Health Faucet of Jaquar 1.2mtr long, 8MM dia Jaquar ALD-577.
5
-
1144
Supplying all materials, labour, T&P and fixing Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701--1996 including cutting holes through the tank and fixing mild steel ltubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting up to a height of 5 meters above ground level and placing the tank to the required position and providing 1st class K.B.Brick work in cement mortar (1:6) of 0.46mt. height in staging and in circular protection wall to support the tank, 12mm thick cement plaster (1:6) over brickwork, R.C.C.slab of size 1.60mt.x1.60mt. and 0.10mt. thick, R.C.C.beam of 0.25mt.x0.30mt. and 2.60mt. average length in cement concrete (1:2:4) using 12mm size h.g.chips including centering and shuttering, watering, curing, conveyance of all materials to worksite etc all complete as per specification and direction of the Engineer-In-Charge. 2000 litre capacity water storage tanks in 1st. floor.
1
-
10811.99
Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. In ground floor a. 110mm diameter U-PVC SWR pipes(Oriplast type-A/Supreme)
50
-
188.4
110mm U-PVC door Tee
15
-
123.05
110mm U-PVC offset
12
-
103.39
110mm U-PVC door bend
10
-
118.14
110mm U-PVC plain shoe bend
4
-
167.37
110mm U-PVC vent cowl
4
-
34.49
110mm P-trap
10
-
201.78
110mm U-PVC plain bend
12
-
73.81
Supplying all materials,labour T&P and cutting holels through existing brick or laterite masonry wall for taking H.C.I pipes and fittings including making good the damages etc. all complete as per P.H.Specification and direction of the Engineer-In-Charge. 250mm to 375mm thick wall
2
-
141.8
Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern of Hindware/Jaquar/Parryware with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main etc all complete as per the specification and direction of the Engineer-in-charge. 10 Liters capacity PVC cistern with 32mm dia flush bend. Hindware sleek fresh single flush Starwhite, Size 47.6 X 15.5 X 32.5 cm
5
-
1238.6
Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) of Hindware/Jaquar/Parryware duly embedded in cement concrete (1:4:8) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI 'p' or 's' trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages etc all complete as per specification and direction of the Engineer-In-Charge. Hindware Orissa Pan cat no 20004 Starwhite. Size- 53x41 cm
2
-
2237.6
Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet (European type W.C. pan) of Hindware/Jaquar/Parryware with integral 'p' or 's' trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing etc all complete as per specification and direction of the Engineer-In-Charge. EWC with 'p' / S trap plain Hindware Cat No-20087 (S-10) Starwhite type, size-57x35x39 cm, seat cover for Hindware seat cover Premium starwhite.
3
-
4690.5
Supplying all materials, labour T&P and fixing wash basins of Hindware/Jaquar/Parryware with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered 'Hot' and 'Cold' with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the Engineer-In-Charge. Hindware ARIEL Wash Basin Size - 550mmx400x790mm, Cat.No. 10100 Starwhite & Hindware ARIEL Pedestal Cat -no- 11003 Starwhite.
4
-
4041.1
Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the Engineer-in-charge. 600mmx450mm size B.E.mirror (Alpina/Golden fish/Belgion)
4
-
676.2
Supplying all materials, labour, T&P and fixing standard size glass-shelf of Hindware/Jaquar/Parryware with CP brass brackets and guard rails complete fixed to wooden plugs with CP screws as per specification and direction of the Engineer-in-charge. Jaquar glass shelf ACN-1171 N 600mm long
4
-
1433.7
Supplying all materials,labour, T&P and fixing standard sized CP towel rail 24" of Hindware/Jaquar/Parryware complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer-In-Charge . 25mmx600mm long CP towel rail (Jaguar make) ACN-1111NM.
5
-
1267.5
Supplying all materials, labour, T&P and fixing standard sized Chromium Plated soap case of Hindware/Jaquar/Parryware complete with Chromium Plated brass brackets fixed to wooden plugs with Chromium Plated brass screws as per specification and direction of the Engineer in charge. CP soap holder (Jaguar make) ACN-1131N.
9
-
656.4
EXTERNAL P.H & SANITARY WORKS. Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing , specification and direction of Engineer-in-charge. 250mmx250mm with RCC cover
3
-
1027.3
Supplying all materials, labour, T & P and constructing Inspection chamber of the following inside size with CC (1:3:6) mix using 40mm size h.g. metal on bed, Ist class Fly Ash brickwork in CM (1:6) , moulding and shaping the channel inside and benching with CC (1:2:4) using 12mm size h.g. chips, 12mm thick cement plastering (1:3) finished with punning to inside , cement flush pointing (1:3) to outside , R.C.C. cover slab in (1:2:4) using 12mm size h.g. chips with RCC man hole cover , earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering ,curing, conveyance of all materials to worksite , payment of royality , taxes etc. all complete as per aproved drawing , specification and direction of Engineer-in-charge. Inside size 760mm x760mm x450mm
2
-
6140.1
Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS: 4985/2000 of the following outside dia for class-3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer-in-charge. a) 110 mm dia U-PVC pipes Class-3 (0.60 mpa)
25
-
270.4
b.) 160 mm dia U-PVC pipes Class-3 (0.60 mpa)
35
-
508.7
Supplying all materials, labour, T&P and constructing Man hole chamber of the following size with cement concrete (1:3:6) using 40 mm size HG metal on bed , !st class Fly Ash Brick work in CM (1:6) moulding and shaping the channel inside and benching with CC (1:2:4) mix using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside ,RCC cover slab in (1:2:4) mix using 12 mm size H.G chips with RCC man hole cover , earth work in all kinds of soil and refilling the cavity around the camber including watering, curing, conveyance of all materials to worksite payment of royalty, taxes etc. all completed as per approved drawing, specification and direction of Engineer-in-charge. a) Inside size 900mmx900mmx900mm
2
-
12082.5
Construction of septic tank (100 User) Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of the Engineer-in-Charge. a) All kind of Soil
56.25
-
199.7
b) Stoney Earth
18.75
-
214.36
Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-In-charge.
62.81
-
109.85
Supplying of filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of E.I.C.
6
-
895.78
Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand : 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
3.68
-
4834.08
Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12m size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
2.26
-
6469.35
First class Fly Ash Brick masonry using F.A. bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge.
10.18
-
4388.23
Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
4.75
-
10048.72
Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Binding wire to be used as per the IS code) etc. all complete as per direction of Engineer-In-Charge.Cold Twisted bars, Thermo-Mechanically-treated bars.
4.51
-
5893.19
12mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4 fine sand) including neat cement punning & necessary scaffolding, curing etc. all complete at all floors and all heights.
91.24
-
161.39
Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
44.24
-
201.91
Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and fixing into walls of man hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge.
5
-
159.9
Supplying all materials, labour, T&P and laying in trenches ( to level or slope ) and jointing with provision of stiff mixture of cement mortar in proportion of 1:1 for salt glazed stoneware pipes, Grade—A of the following internal diameters including testing of pipes and joints complete. 110mm diameter UPC pipe.
2
-
1033.42
Supplying all materials, labour, T&P and constructing soakway pit of the following size with precast RCC rings joined loose, gravel backing in the rear of well steining, precast RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including cutting hole in the rings for inlet pipe,earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer-In-Charge . RCC rings soakway pit .750 mtr dia x 2.0m deep
1
-
14230.1
supplying all materials, labour, tools and plant an setting up boring equipments including erection of suitable staging for instalation of the required size of tube well, dismantling and removing the same after completion of the work, including transportation of the boring equipments, cleaning and levelling the site, exacation of EIC. a) setting for depth from 0 mtr to 200 mtr an beyond.
1
-
13758
supplying all labour , tools and plants and transporting boring pipes, top casting, grouting pipes PVC pipes and fitting , PVC well screens, cement bentonite an gravels etc to work sites including loading and unloading etc. complete as per the direction of EIC .
1
-
1333.8
supplying all labour, tools and plants and drilling pilot bore not less than 102 mm dia without casing pipes in all kinds of soils for the following depths excluding supply of necessary cutting equipments, extra sockets ( When ever required) etc and withdrawing the boring pipes, washing and keeping the bore clear for logging if required all complete as per direction of EIC .
300
-
958
supplying all labour, tools an plant and remaning the plant an remaning the pilot before to the following sizes and depths without casing pipes including withdrawing the boring pipes, washing the bore by means of pipe cyclinder etc. all complete as per derection of EIC.
40
-
125.5
supplying all required labour for logging the bore through departmental logging team ( till logging team arrives at the site, the contractor is to the keep the bore intact by circulating mud through the mud circulating system) and when logging team arrives at the site, the contractor will withdraw the boring pipe with cutter etc. and keep the bore suitable for logging and supply require labour to carry out the logging operation.
1
-
7528
supplying all required labour , tools and plant and jointing materials and lowering the PVC casing pipes , fittings an well screens in postion, including fiting and fixing of centraliser, cutting plug and wasing the bore etc. complete as per irection of EIC. i) 125 mm nominal dia pvc pipe
40
-
41.7
ii) 50mm nominal dia PVC pipe
260
-
30
supplying all labour, tools and plant and grouting with cement bentonite slurry for saline sealing in the bore around the 50mm dia PVC casing pipe etc all complete as per direction of the Engineer-in -charge excluding the coust of cement.
1
-
5189
supplying all labour, tools and plant and materials for cleaning an developing the tubewell with compressor continuouslyd till clen an adequqte discharge is obtained from the tube well including supply and use of necessary equipments and labour complete in all respect as per the direction of the EIC.
2
-
1531
cost of materials i) 125 mm dia PVC pipe (sch-80)
40
-
662
ii) 50mm dia. PVC pipe (sch-80)
250
-
161.39
iii)50 mm dia. Stainer
10
-
313.6
iv) 125*50mm dia. R/s
1
-
232
v) 50mm dia C.I plug cutter
1
-
100
supplying fitting fixing of 0.5HP vertical submersible pump set with penal board etc. all complete.
1
-
15000
supplying fitting fixing of 2.5mm2* 3 core flat cable etc. all complete .
50
-
87.1
32mm dia . PVC pipe (sch-80) for suction
40
-
95.9
supply fitting fixing of s.s tapper 2nos of 0.45mtr long M.S clamps, plastic rope.
1
-
1800
INTERNAL & EXTERNAL ELECTRICAL WORK. POINT WIRING. Recessed wiring to light point / first light of group control/ call bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6 Amp, 250 V clip in type switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size , with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge.
5
-
600
Recessed wiring for 5 / 6 amp socket outlet with 6Amp, 250 V clip in type modular switch ISI marked mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection on same switch board as per direction of Engineer in Charge.
1
-
519
Recessed wiring for 2 x 6 amp socket outlet controlled by 2 nos 6Amp, 250 V clip in type switch ISI marked mounted on single G.I moular box with face plate & cover of suitable size including all accesories and connection on separate board as per direction of Engineer in Charge.
1
-
747
Recessed wiring for 6 pin 16 amp socket outlet with 5Amp, 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size , with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge.
1
-
655
A2 SUBMAIN & CIRCUIT WIRING. Recessed wiring to submain in 4 x 10 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 40 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 6 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For P+AC DB)
15
-
449
Recessed wiring to submain in 4 x 6sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 4.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For L DB )
15
-
307
Recessed wiring to submain in 2 x 6sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 4.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For E DB )
20
-
199
Recessed wiring to submain in 2 x 4 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 2.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.
32
-
163
Recessed wiring to submain in 2 x 2.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.
42
-
139
Recessed wiring to submain in 2 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.
22
-
125
A3 DISTRIBUTION BOARD & PANEL. Supply, fixing, erecting, connecting and commissioning of indoor type dust and vermin proof, sheet steel clad ready made, double door horizontal type powder coated wall mounted 12 way SPN Distribution Boards suitable for 240 V, single phase,50 Hz AC Supply complete with bottom detachable plate for interconnections etc as below.Incommer 1 No-40A 2P RCCB (100mA) Outgoings-6-32 A SP MCB- 8 Nos, ( For EDB )
1
-
5282
A4 CABLE . Supply & laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of following sizes of cable as required. i) 3.5 C x 95 sq.mm Al ( G.Floor Panel)
12
-
654
ii) 4 C x 16 sq.mm Al
15
-
360
END TERMINATION Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required. i) 3.5 C x 95 sq.mm
1
-
338
ii) 4 C x 16 sq.mm
2
-
282
EARTHING Supplying and laying 25 mm x 6 mm G.I earth strip ISI marked at 0.5 meter below ground level as strip earth electrode including soldering etc. as required.
5
-
76
Supplying and laying 25 mm x 5 mm G.I earth strip ISI marked on surface or in recess for connection etc as required.
3
-
120
Supply & Laying of one number of PVC insulated and PVC seathed/XLPE power cable of 1.1 KV grade of 2C 6 sq.mm direct in ground in the same trench in one tier horizontal formation including excavation, sand cushining protective covering and refilling the trench etc. as required.
30
-
208
END TERMINATION Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required. i) 3.5C x 35 sq.mm
2
-
238
ii) 2C x 6 sq.mm
10
-
170
FITTINGS Supply, Installation, Testing and Commissioning of pre-wired fluorescent fiiting / compact fluorescent fitting /LED fitting of all sizes complete with all accessories and lamp etc. directly on ceiling /wall or recessed in false ceiling , including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earthing as required. Ceiling surface indoor type Round LED Luminaire with 12 watt LED Lamp Similar to JAQUAR Cat No. LNRO02R012SC or equivalent.
4
-
1244
Supply & fixing of (5.0 Mtr length) LED strips (RGB) lights suitable for outdoor application on enterance Gate with all assessories complete as required similar to SYSKA Cat No SSK-5530-EHD-IP (RGB).
3
-
1940
Supply & fixing of Decorative Bollard LED Fixture With Die Casted and extruded Aluminum Body & poly carbonate Opal Diffuser 700mm height in wood finish suitable for LED LAMP Equiv. to PHILIPS Cat No. BCP150 LED 150/WW PSU 220-240V 7043 With Junction Box.
2
-
13410
Recess mounted lumeno 1 x 3 w LED spot light luminair fittings similar to make : Havell's, Cat. No. LHEEBPPBUN1W003 or equivalent.
4
-
300
Supply & fixing of LED Solar Street light Fixture on 4meter long pole suitable for LED lamp Equiv. to BAJAJ Cat No.18W All-in-one standard With Junction Box.
2
-
50000
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