Works Department Tender
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Costs
EMD
₹ 78,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_106022_2Tender No
S.E. (RnB) KPD-I- 05 / 2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge.(make-premise-BAYER,Paxton-FMC,ozie-KALYANI)
59.93
-
-
Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.
14.82
-
-
First class Fly ash Brick masonry using 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.
9.02
-
-
Fly Ash. brick masonry 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 approved grade cement 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 -Ground floor
17.25
-
-
Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 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. Ground floor a) Footing
10.8
-
-
b) Column up to plinth
1.28
-
-
e) Plinth Beam
3.15
-
-
f) Column above plinth
2.16
-
-
g) Lintel
0.37
-
-
h) Chajja
1.62
-
-
i) Roof Beam
3.15
-
-
j) Slab
8.09
-
-
Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod 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 floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. Ground floor
32.91
-
-
Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground floor
85.61
-
-
Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground floor
96.19
-
-
Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground floor
53.97
-
-
Supplying, fitting & fixing of Kota Tiles of minimum 16 mm thick Above 0.10 Sqm on 20mm thick bed of cement mortar (1:4) (1 cement : 4 course sand) jointed with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing complete including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-charge. Ground floor
27.26
-
-
Supplying, fitting & fixing of Kota Tiles of minimum 16mm thick and above 0.10 sqm of approved make in dadoes laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) and filling joints with slurry including cost of all materials, labour T&P etc. required for the work all complete incl. rubbing as per direction of the Engineer-in-charge Ground floor
2.49
-
-
Providing Vitrified tile flooring using vitrified tiles having thickness of min 10mm conforming to IS 13755 of 600x600 (homogeneous) of premium quality (JOHNSON / SOMANY/ KAJARIA/ RAK) in floors, treads on steps and landings on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments of approved make to match the shades of the vitrified tile if required , watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,Labour cess , sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge. Ground floor
17.28
-
-
Supplying, fitting & fixing of 8-10 mm thick and size of 600x600 mm vertified wall tile of in dadoes, skirting and risers of steps of laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge. Ground floor
2.52
-
-
Supplying, installation of pressed steel door of specific dimension and accessories such as hinges ,door stopper,tower bolt,door handle,door closer,dead lock,consedaled flush bolt,shaft lock,martise lock and vision panel etc. complete as mentioned along with warranty coverrage and after sales service etc inclusive of all cost ,taxes ,Gst,cost of delivery charges,fixing ,fitting and any other invidential charges etc.complete. (size-1.2 x 2.1 mt) Ground floor
2.52
-
-
Supplying, installation of pressed steel window of specific dimension and accessories such as hinges ,door stopper,tower bolt,door handle,door closer,dead lock,consedaled flush bolt,shaft lock,martise lock and vision panel etc. complete as mentioned along with warranty coverrage and after sales service etc inclusive of all cost ,taxes ,Gst,cost of delivery charges,fixing ,fitting and any other invidential charges etc.complete. (size-1.2 x 2.1 mt) Ground floor
6.44
-
-
Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. Ground floor
160.88
-
-
Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge.
(Make: Asian/ Berger/ Dulex/ ICI or equivalent make duly approved by Engineer-in-Charge) Ground floor
235.77
-
-
Wall painting two coats with Antifungal weather coat paint (1st quality) exterior grade of approved make & approved shade over a coat of primer to make an even finished surface in all floors and heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge. (Make: Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-Charge) Ground floor
85.61
-
-
Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make (JK White/ Birla white or equivalent make duly approved by Engineer-in-Charge) and finishing the surface smooth and even by sand papering to receive painting in walls, at all heights with staging wherever necessary with cost, conveyance, cost of all labour,labourcess, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge. Ground floor
96.19
-
-
Painting two coats with plastic emulsion paint with a approved quality primer to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess, T&P etc. complete as per the direction of the Engineer-in-charge. (Make: Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-charge) Ground floor
150.16
-
-
Painting two coat with approved synthetic enamel paint to new iron work over a coat of Red oxide primer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge. (Make-Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-charge). Ground floor
3.22
-
-
Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. Ground floor
64.68
-
-
Waterproofing application:- Providing and application of two component polymer modified flexible cementitious waterproofing coating at a thickness of 1.5 -2.5 mm The membrane should have Elongation equal or more than: 30% Crack Bridging ability : Up to 1 mm Adhesive strength: 1.0 N/mm² @ 28d Tensile elongation: 60% @ 20°C Shore A Hardness 85 (between 3 - 7 days) etc. as per direction of E.I.C (For longer span, in terrace panel of 4m*4m should be done by groove cutting, and filling with PU Sealant) (Make-Myk, Fosroc, Sika) First Floor
64.68
-
-
DRYING PLATFORM
Earth work in excavation of foundation trenches in hard soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge. Hard soils.
13.49
-
-
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.
9.04
-
-
Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge
37.8
-
-
Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.
10.17
-
-
Plain cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties of all materials with labour,labour cess and T&P etc. required for the work complete as per the direction of the Engineer-in-charge.
9.35
-
-
First class Fly ash Brick masonry using 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.
18.59
-
-
Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod 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 floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. Ground floor
5.61
-
-
Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground floor
17.55
-
-
Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. (Make: Asian/ Berger/ Dulex/ ICI or equivalent make duly approved by Engineer-in-Charge) Ground floor
17.55
-
-
Wall painting two coats with Antifungal weather coat paint (1st quality) exterior grade of approved make & approved shade over a coat of primer to make an even finished surface in all floors and heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge. (Make: Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-Charge) Ground floor
17.55
-
-
2.5 cm thick A.S Flooring in C.C (1:2:4) including punning using 12 mm size C.B hard granite chips with cost of all labour & other materials etc complete. Ground floor
93.5
-
-
COVER PINDI
Earth work in excavation of foundation trenches in hard soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge. Hard soils
64
-
-
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.
42.88
-
-
Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge
12.9
-
-
Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge.
16.02
-
-
Plain cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties of all materials with labour,labour cess and T&P etc. required for the work complete as per the direction of the Engineer-in-charge.
6.41
-
-
First class Fly ash Brick masonry using 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.
17.89
-
-
Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 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. Ground floor a) Footing
9
-
-
b) Column up to plinth
2.4
-
-
c) Plinth Beam
3.89
-
-
d) Column above plinth
3.3
-
-
e) Tie Beam
2.64
-
-
Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod 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 floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. Ground floor
32.16
-
-
Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. Ground floor
34.2
-
-
Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. (Make: Asian/ Berger/ Dulex/ ICI or equivalent make duly approved by Engineer-in-Charge) Ground floor
34.2
-
-
Wall painting two coats with Antifungal weather coat paint (1st quality) exterior grade of approved make & approved shade over a coat of primer to make an even finished surface in all floors and heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge. (Make: Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-Charge) Ground floor
34.2
-
-
2.5 cm thick A.S Flooring in C.C (1:2:4) including punning using 12 mm size C.B hard granite chips with cost of all labour & other materials etc complete. Ground floor
78
-
-
Painting two coat with approved synthetic enamel paint to new iron work over a coat of Red oxide primer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge. (Make-Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-charge). Ground floor
68
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Ground floor
1128
-
-
Providing,fitting and fixing Dura sine colour coated 0.45mm Tata brand in roof .Drilling holes in windties including fixing of Ridges,Valleys and windties including cost of sheets,labour etc.complete. Ground floor
149.65
-
-
Compound Wall
Earthwork in excavation in hard 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. Hard soils.
196.46
-
-
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. (Compound Wall)
131.63
-
-
Supplying of filling sand in foundation and plinth including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of E.I.C. (Compound Wall)
20.61
-
-
Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge. (Compound Wall)
16.21
-
-
Fly Ash. brick masonry 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 approved grade cement 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 (Compound Wall)
13.13
-
-
Fly Ash. brick masonry 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 approved grade cement 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 (Compound Wall)
71.25
-
-
RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 20 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering 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 for the work etc. complete in all respect 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 as per direction of the Engineer in charge a) Footing
28.22
-
-
b) Column up to GL
3.78
-
-
c)Plinth Beam :-
12.3
-
-
d)Column above GL:-
8.4
-
-
e)Coping at top of compound wall
4.92
-
-
Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod 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 floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. (Compound Wall)
66.16
-
-
Providing 12mm. Thick cement plaster in cement mortar or mix(1:6) in all floors at all height with cement & screened and washed sharp river sand for mortar and finished smooth to the rough surface of the brick masonary walls after racking out the joints (alongwith providing grooves wherever necessary) including watering and curing,rounding of corners etc. complete with cost, conveyance, loading, unloading, royalities and taxes of all materials,cost of all labour,T&P, and scaffolding required for the work etc. as directed by the Engineer-in-charge. (Compound Wall)
311.6
-
-
Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. (Compound Wall)
123
-
-
Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. (Compound Wall)
319.05
-
-
Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, taxes of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. (Compound Wall)
753.65
-
-
Painting two coats with approved anti-fungal weather seal paints (ISI) of approved colour, shade on wall surface over a coat of wall primer(ISI) water bound including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour,labour cess with T&P etc, complete as per specification & direction of Engineer-in-charge. (Compound Wall)
753.65
-
-
Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. (Compound wall)
354.38
-
-
Painting two coat with approved synthetic enamel paint to new iron work over a coat of Red oxide primer including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge. (Make-Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-charge). (Compound wall)
16.54
-
-
Internal Road
Earthwork in excavation in hard 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. Hard soils.
62.6
-
-
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.
41.9
-
-
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.
31.3
-
-
Providing G.S.B. with Close graded Gr-iii stone screaning materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance etc. complete.
31.3
-
-
Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018 as per direction of the Engineer-in-charge.
156.6
-
-
Supplying and fixing of pre cast kerb stone of size 600 mm x 300 mm x 150mm of M30 grade of approved make.design colour and size made by block making machine with proper compaction fixed in requied pattern etc.complete in all respect conforming to IS 5758:1984
134
-
-
Painting two coat with approved synthetic enamel paint to new iron work over a coat of Red oxide primer 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.
16
-
-
Site Development
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.
1000
-
-
Supplying & filling excavated earth in ground 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.
1700
-
-
Internal Electrical Works
Recessed wirring to light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor of ISI marked Make- Finolex/Anchor/Polycab/HAVELLS/RR KABLE/KEI with 20 mm dia HMS FRLS PVC conduit ISI marked Make-AKG/BEC/Precision/Norpak/Anchor/Kinjal 6A modular type ( flame retradant type) switch ISI marked Make-Schneider(Zencelo)/legrand( Myrius) /Panasonic (vision) and ceiling rose ISI marked of modular type G.I box with metallic cover plate (both side) ( flame retradant type) Make-Schneider(Zencelo)/legrand( Myrius) /Panasonic (vision) of suitable size, modular box with 1.5 sq. Mm FRLS PVC insulated single core multistandard copper conductor as earth wire including all accessories and connection as per direction of Engineer -in -Charge. . All the switches & sockets should be warrantied for a replacement period of 2 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials.
12
-
-
-do- light point Group-B
3
-
-
-do- light point Group-C
3
-
-
-do- Fan point Group-B
3
-
-
-do- E. Fan point Group-C
2
-
-
Supplying,fixing of 6A Plug on the separate board with complete fitting by 01 no of 6A switch & socket(modular type)( flame retradant type)) with suitable size modular box & cover( falme retradant type) including supplying of all required accessories of ISI marked as approved as per direction of engg-in-charge..Make-Schneider(Zencelo)/legrand( Myrius) /Panasonic (vision) (Maximum 02 nos point in one circuit).All the switches & sockets should be warrantied for a period of 2 years against manufacturing defects against which ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free aftersales service within warranty period for acceptance of materials.
3
-
-
Supplying ,fixing of 6A Plug on the same board in existing switch board with complete fitting by 01 no of 6A switch & socket (modular type)( flame retradant type)) & other required accessories of ISI marked as approved as per direction of Engg. -in -Charge. Make-Schneider(Zencelo)/legrand( Myrius) /Panasonic (vision) .(Maximum 02 nos point in one circuit).All the switches & sockets should be warrantied for a replacement period of 2 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free aftersales service within warranty period for acceptance of materials.
2
-
-
Supplying,fixing of 2x6A Plug on the separate board with complete fitting by 01 no of 2 nos 6A switch & socket(modular type) ( flame retradant type) with suitable size modular box & metallic cover plate (both side)( falme retradant type)including supplying of all required accessories of ISI marked as approved as per direction of engg-in-charge. Make-Schneider (Zencelo)/ legrand( ( Myrius) /Panasonic (vision) (For equipement power). (Maximum 02 nos point in one circuit).All the switches & sockets should be warrantied for a replacement period of 2 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials.
1
-
-
Supplying,fixing of 1x16A Plug on the separate board with complete fitting by 01 no of 16A switch & socket(modular type)( flame retradant type)) with suitable size modular box & cover( flame retradant type) including supplying of all required accessories of ISI marked as approved as per direction of engg-in-charge.. Make-Schneider(Zencelo)/legrand( Myrius)/Panasonic (vision) (For equipement power)All the switches & sockets should be warrantied for a replacement period of 2 years against defects with ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free aftersales service within warranty period for acceptance of materials.
1
-
-
S/F of step type Modular electronic Fan Regulator ISI Marked with all connection complete in all respect as per direction of Engineer in charge (Make: legrand Myrius /Schneider(Zencelo)/Panasonic(Vision))
3
-
-
Receass wiring for circuit/submain wiring with the following mentioned size PVC FRLS insulated, copper conductor, single core cable Make- Finolex/Anchor/Polycab/HAVELLS/RR KABLE/KEI in recessed HMS FRLS PVC conduit of mentioned size Make-AKG/BEC/Precision/Norpak/Anchor/Kinjal as required as per direction of Engg.-in-Charge. 2 nos single core 1.5 sq. mm copper wire for phase and neutral and 01 no of single core 1.5 sq. mm copper wire for earth continuty conductor. In 20 mm dia non metallic heavy duty conduit (LDB to LSB/LIGHT CKT)(2X1.5+1X1.5)
150
-
-
Receass wiring for circuit/submain wiring with the following mentioned size PVC FRLS insulated, copper conductor, single core cable Make- Finolex/Anchor/Polycab/HAVELLS/RR KABLE/KEI in recessed HMS FRLS PVC conduit of mentioned size Make-AKG/BEC/Precision/Norpak/Anchor/Kinjal as required as per direction of Engg.-in-Charge.
2 nos single core 2.5 sq. mm copper wire for phase and neutral and 01 no of single core 1.5 sq. mm copper wire for earth continuty conductor in 20 mm dia non metallic heavy duty conduit.(BDB to LSB/LIGHT CKT/5A PLUG/UPS POINT ) (2X2.5+1X1.5)
100
-
-
Receass wiring for circuit/submain wiring with the following mentioned size PVC FRLS insulated, copper conductor, single core cable Make- Finolex/Anchor/Polycab/HAVELLS/RR KABLE/KEI in recessed HMS FRLS PVC conduit of mentioned size Make-AKG/BEC/Precision/Norpak/Anchor/Kinjal as required as per direction of Engg.-in-Charge.
2 nos single core 4 sq. mm copper wire for phase and neutral and 01 no of single core 1.5 sq. mm copper wire for earth continuty conductor in 20 mm dia non metallic heavy duty conduit .(PDB to PSB/ POWER POINT/AC POINT) (2X4+1X1.5)
40
-
-
Receass wiring for circuit/submain wiring with the following mentioned size PVC FRLS insulated, copper conductor, single core cable Make- Finolex/Anchor/Polycab/HAVELLS/RR KABLE/KEI in recessed HMS FRLS PVC conduit of mentioned size Make-AKG/BEC/Precision/Norpak/Anchor/Kinjal as required as per direction of Engg.-in-Charge.
2 nos single core 6 sq. mm copper wire for phase and neutral and 01 no of single core 2.5 sq. mm copper wire for earth continuty conductor in 25 mm dia non metallic heavy duty conduit .(LFDB TO LBDB/UBDB) (2X6+1X2.5)
24
-
-
Supplying, installation, testing and commssioning of 1200 mm sweep white/milky colour BLDC ceiling fan with aluminium blades having wattage not more than 28W and air delivery ≥215m3/min Make-Crompton Energion Groove /Havells Efficiencia Neo/Usha Technix ) including wiring the down rod of standard length (upto 30 cm) with 1.5 sq mm PVC insulated, copper conductor, single core cable etc. as required as per direction of Engg.-in-Charge,Replacement Warranty will be 4 years.. .( fan Regulator compatible)
3
-
-
Supplying, installation, of exhaust fan of heavy duty 300 mm sweep (Make-Havells/Crompton/Usha/Orient/Bajaj ) of exhaust fan in the existing wall, including fixing & conntection as required as per direction of Engg.-in-Charge. Replacement Warranty will be 2 years.
2
-
-
SITC of energy efficient LED tube light fittings with decorative alluminium batten and LED tube light having power rating not more than 20 watt and lumen output not less than 2200 lumen complete with electronic driver and all other accessories with diffuser having 5 years warranty i/c connection etc as required as per direction of Engg.-in-Charge. (Make: Panasonic/LT/Havells /Philips/Wipro /Crompton/Bajaj). The luminaire should be Replacement Warranty will be 2 years .
18
-
-
Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm dia, heavy gauge including painting etc. as requiredas required as per direction of Engg.-in-Charge .
(Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored)of ISI mark as approved.
3
-
-
Supplying and fixing of following mentioned way, three pole/single pole and neutral, sheet steel,double door MCB distribution board, 415 volts/240 volts shall be as per IEC 61439-3,integrated door earthing system offering additional safety to the user,High quality polyurethane Gasket,the box and cover shall be fabricated to withstand IK09,IP 43 the DB should be properly pre-treated with 7 tank process and duly powder coated, phosphatized with powder coated finish, on surface/recess, complete with terminal blocks,with suitable size FR PVC insulated copper conducter up to terminal blocks, tinned copper busbar, neutral busbar, earth bar, din bar. Make-LEGRAND-Ekinox3 DB/ Siemens-Betaguard/ Schneider- Acti 9 as per direction of Engg.-in-Charge. The Distribution boards should be Replacement Warranty will be 3 years. 8 way SPNDB (GLAZED door)
2
-
-
Supplying and fixing 6-32 Amps rating, C series,10KA breaking capacity,SP, 230 volts, MCB . Make-LEGRAND-DX3/ Siemens-Betaguard/ Schneider- Acti 9 in the existing MCB DB complete with connections, testing and commissioning etc. as required as per direction of Engg.-in-Charge. .. The MCB should be Replacement Warranty will be 3 years..
8
-
-
Supplying and fixing 6-32 amps rating, 240 volts, C series,10KA breaking capacity, Double poles MCB of Make-LEGRAND-DX3 / Siemens-Betaguard/ Schneider- Acti 9 in the existing MCB DB complete with connections as per direction of Engg.-in-Charge. The MCB should be Replacement Warranty will be 3 years.
2
-
-
Supplying and fixing 25 Amps 2P 240 volts RCCB 30 mA Make-LEGRAND-DX3/ Siemens-Betaguard/ Schneider- Acti 9 in the existing MCB DB in the existing MCB DB complete with connections as per direction of Engg.-in-Charge..The MCB should be Replacement Warranty will be 3 years.
2
-
-
S/I/T&Commissioning of LT indoor/outdoor floor/wall mounted cubical type electrical main panel (for both light and power circuit) made out by 2mm CRCA steel sheet duly derusted & painted by simens grey powder cote paint is designed as G.A drawing. (FOR ALL MAIN CONNECTED LOAD) PUMP)as per direction of Engg.-in-Charge. Warrentee period of replacement of panel & accessories must be 3 years & compelete test certificate must be submitted along with panel board including component list.Type 2 SPD 40ka shall be installed in the incomer. 20X10MM Separate Aluminium Earth bus bar should be installed.In commer 1- 01 no 63A 4P MCB,10KA,C SERIES Make-LEGRAND-DX3/ Siemens-Betaguard/ Schneider- Acti 9 Busbar- 04 numbers of 100Amps 25*3mm copper bus bar Electrolytic copper busbar duly sleeved by color coded PVC sleeve & supported by suitable size DMC insulator. Out going- 02 nos 40A 4P MCB 10kA,C . Make-LEGRAND-DX3/ Siemens-Betaguard/ Schneider- Acti 9 Out going- 05 nos 32A 2P MCB 10kA,C . Make-LEGRAND-DX3/ Siemens-Betaguard/ Schneider- Acti 9 Instrument- (i) 03 numbers phase indicating lamp with toggle switch & HRC fuse.(ii) 01 set of 0-100Amps MFM with CTS.(DIGITAL)(Sicure/L&T,CT-KAPPA or equievalant make & model)
1
-
-
EXTERNAL ILLUMINATION S/F of Street light- 60W,120 lm/w efficacy , new generation energy saving & environmental friendly long life versatile pressure die-cast alluminium IP66 roadway luminaire with high power LED as light source with acrylic cover(Make: Panasonic/LT/Havells /Philips/Wipro /Crompton/Bajaj) (5Years Warranty)
4
-
-
Supply of 7 mtr long single arm hot dip Galvanized Octagonal pole manufactured from HT steel as per BS EN 10025/IS 2062 having minimum yield strength of 350 N/ SQMM having top dia of 70 MM A/F and bottom dia of 130 MM A/F of 3 mm thick or more , base plate as per IS 2062 complete with 4 nos. En 8 grade foundation bolts to withstand basic wind speed of 180 KM/HR wind speed (As per structural calculation of pole manufacturer )or more (Make of poles: Utkarsh/Bajaj/RR Ispat as per direction of Engg. in Charge.
4
-
-
Supply and fixing of 9mtr high Octagonal GI pu painted pole shall be designed to withstand the maximum wind speed as per IS 875. The top loading i.e. area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the requirement of BSEN 40-3-3:2003. Octagonal Poles made from HT Steel Conforming to grade S355 & having thicknessof 3mm.Top dia 70mm & Bottom dia 175mm single sharp welding with base plate dimension 275x275x16 mm & Base Plate must be Fe 410 conforming to IS 2062, foundation bolts must EN 8 grade & bolts size must be 4X24mm dia,PCD 275mm,Bolt length 750mm long.The door opening of the pole should be reinforced,water proofed & with locking arrangement & arrangement of in build junction box with 2nos 6Amp MCB (mcbs make should be Siemens/schneider ) & terminal box with provision for connection of earth & nutral on 5mm thick fiber plate which will be kept in side the pole for termination of cable & wire,The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding.
There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process The poles shall be hot dip galvanized in single dipping as per BS EN ISO 1461 standards with avarage coating thickness of 70 Micron. Pole should have the clamp holding arrangement at 5mtrs height for fixing decorative single arm design bracket. ( Make- Bajaj/LYSAGHT/ VALMONT/Utkarsh/RR Ispat . Design is specially as per drawing as per direction of Engineer in charge.(Ring type round arm having provision for 4 nos. LED Floodlight)
1
-
-
Foundation & erection of 9 mtr street lighting pole along with all materials & labour M20 concrete, as per direction of engineer in
charge as per approved design
5
-
-
Supplying, Erection, Fixing, connection & testing of 40W LED GATE Light of Make: Panasonic/LT/Havells /Philips/Wipro /Crompton/Bajaj) maintenance free having 5 years warranty G.I P ipe with braket including MCB box & including with foundation as per the Drawing for inspection as required & as per direction of Engg.-in-Charge.
2
-
-
Supplying, Erection, Fixing, connection & testing of 100W FLOOD Light of Make: Panasonic/LT/Havells /Philips/Wipro /Crompton/Bajaj maintenance free having 5 years warranty wit including MCB,stainless steel braket along with driver & including with foundation as per the Drawing for inspection as required & as per direction of Engg.-in-Charge.
4
-
-
S/IT/C of materials and installation of GI earth plate 600mmx600mmx6mm thick ISI marked with G. I. nut bolts & washers including cost of burnt wood charcoal, salt, foreign soil, water pouring arrangements, brick masonary enclosure on top with removable RCC cover complete with labour for excavation of pit in all kinds of soil & rock as required and as per direction of Engineer-in-charge.
2
-
-
Providing and fixing swg 6 GI wire on surface or in recess for loop earthing as required as per direction of Engg.-in-Charge.
122
-
-
Supplying of one number PVC insulated armoured and PVC sheathed XLPE property AL. conductor power cable of 1.1 KV grade Make- Finolex/Polycab/HAVELLS/RR KABLE/KEI/Gloster of following size cables as per direction of Engg.-in-Charge. 4core x 6 sq mm
122
-
-
Laying of PVC Insulated PVC Seated /XLPE power cable of 1.1 kv grade size not exceeding 25 SQ. MM direct in ground in the trench in one horizental formation including excavation ,sand coushing protection covering and refilling the trench etc as required as per direction of Engg.-in -charge.
122
-
-
Supplying,laying of 3cx2.5 sq.mm copper flexible cable with insulated cover of reputed make,ISI marked with all other concerned materials as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period for acceptance of materials
45
-
-
Providing,fixing and laying of fallowing dia PN10 HDPE pipe (medium class) in ground complete with fitting incl. trenching(75 mm depth)and refilling as per direction of Engg.-in-Charge. 32mm
122
-
-
S/I/T&Commissioning of LT OUT DOOR FLOOR mounted cubical type IP66 based panel made out by 2mm hot dip galvanised steel sheet duly derusted & pented by simens gray powder cote paint is designed as G.A drawing. (FOR USE) with 25A TPN MCB 01 NO,1 no. Astronomical digital timer, AUTO MANUAL(with start and stop push button) SELECTOR 32 A 3P contactor, OLR,RYB,ON,OFF trip indication, Type-II SPD 40ka ,,03 nos 10A 4P MCB as outgoing Make-LEGRAND-dx3/ Siemens-Betaguard/ Schneider- Acti 9 as per direction of Engg.-in-Charge. Ncessary test report & Warrnaty certificate to be submitted to the department for genuinity of product & to avail free after sales service within warranty period 3 years of acceptance of materials
1
-
-
PH Works
Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes conforming to ASTM-D-1785/89 (Sch-80) and pipe fittings of the following nominal bore with clamps including making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge. 20mm dia PVC ASTM pipe (sch-80) In ground floor
15
-
-
25mm dia PVC ASTM pipe (sch-80)
50
-
-
32mm dia PVC ASTM pipe (Sch-80)
74.06
-
-
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 GI pipes and fittings/ PVC pipes and fittings etc all complete as per PH specification and direction of the Engineer in charge.In ground floor a.250mm thick wall
3
-
-
Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking GI/ PVC pipes and making good the damages as per the direction of the Engineer in charge.In ground floor
15
-
-
Supplying all materials, labour, T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge 15mm dia CP Bib cock (Plaza/Aquatic/Amber)
2
-
-
15 mm dia CP Two way Bib cock(Plaza/Aquatic/Amber)
1
-
-
15mm dia CP Health foucet(Plaza/Aquatic/Amber)
1
-
-
15 mm dia CP Long body Bib cock(Plaza/Aquatic/Amber)
2
-
-
15mm dia CP Angle stop cock(Plaza/Aquatic/Amber)
5
-
-
20mm dia CP Concealed stop cock(Plaza/Aquatic/Amber)
2
-
-
25mm dia PVC Ball valve
3
-
-
32mm dia PVC Ball valve
1
-
-
15mm dia CP flange
10
-
-
15mm dia CP extension piece
10
-
-
Supplying all materials, labour, T&P and fitting and fixing CP shower with 15mm or 20mm inlet with CP shower arm including polishing all complete as per specification and direction of the Engineer in charge 15mm dia CP revolving shower ( Plaza make )
2
-
-
Supplying all materials, labour, T&P and fitting and fixing 10 litres capacity low level flushing cistern 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 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 connecting the inlet pipe with supply main etc all complete as per specification and direction of the Engineer in charge. 10 litres capacity pvc low level cistern with 32mm dia CP long flush bend Slimline white
2
-
-
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 tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 1st class K.B brickwork in cement mortar (1:6) of 0.46m 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 1.60mx1.60m and 0.10m thick, R.C.C beam of 0.25mx0.30m and 2.60m 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 On the roof of ground floor 2000litre capacity water storage tanks( Sintex/ Supreeme make)
1
-
-
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. 110mm dia U-PVC SWR pipe(Ashirbad / Supreeme )
20
-
-
110mm U-PVC door Cross tee
1
-
-
110mm U-PVC door tee
2
-
-
110mm U-PVC Plain tee
2
-
-
110mm U-PVC door bend
2
-
-
110mm U-PVC plain bend
3
-
-
110mm dia U-PVC 'P' trap
6
-
-
110mm dia U-PVC offset with out ear
3
-
-
110mm dia U-PVC Plain Shoe Bend
2
-
-
110mm dia U-PVC cowl
2
-
-
125mm dia CP grating
6
-
-
110mm dia UPVC Clamp/ Clips
6
-
-
Supplying all materials, labour, T&P and cutting holes through existing brick or laterite masonry wall for taking HCI pipes and fittings including making good the damages etc all complete as per PH specification and direction of the Engineer in charge .250mm to 375mm thick wall
4
-
-
Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x 30mm footrest, fixing 100mm dia HCI ‘P’ or ‘S’ trap (with/without 50mm dia horn) for water closet 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 580mm size Orissa pan (Parryware / Hind ware make)
1
-
-
Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet (European type W.C pan) 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. European water closet with ‘S’ trap plain (Parryware / Hind ware make )
1
-
-
Supplying all materials, labour, T&P and fixing bowl pattern urinal conforming to IS:771-part-3-1985 of the following sizes including connecting the urinal with 32mm dia pvc waste pipe 910mm long by means of white lead mixed with chopped hemp, fixing 32mm dia CP dome waste, 15mm dia CP spreader including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc all complete as per specification and direction of the Engineer in charge.Half stall urinal (Parryware / Hindware make )
1
-
-
15mm dia urinal spreader
1
-
-
32mm dia C.P. dome waste
1
-
-
Supplying all materials, labour, T&P and fixing wash basins 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 . 550mmx400mm size wash hand basin with Plaza Pillar cock and porcelain pedestal Parryware/ Hind ware /Neyser make )
2
-
-
Supplying all materials, labour, T&P and fixing mirror of superior glass mounted minimum 5mm thickon 6mm thick A.C sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification an direction of the Engineer in charge 600mmx450mm size B.E mirror x minimum 5mm thick
2
-
-
Supplying all materials, labour, T&P and fixing standard sized glass-shelf 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 600x125mm plate glass shelf with CP guard rails Acrylic Glass Shelf
2
-
-
Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge 25mmx450mm long CP towel rail
2
-
-
C.P. Ring Towel Rail
2
-
-
Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge CP soap holder
2
-
-
Supplying all materials labour T&P and filling in foundation and plinth with sandwell watered and rammed including conveyance of all materials to work sitepayment of royalty taxes etc all complete as per direction of Engineer in charge In ground floor
4.92
-
-
Supplying all materials, labour, T&P and providing cement concrete (1:4:8) with 4cm size hard granite metal 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 In ground floor
1.09
-
-
Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12mm 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 In ground floor
0.54
-
-
Supplying all materials, labour, T&P and providing 12mm thick cement plaster (1:4) on brickwork including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge In ground floor
37.17
-
-
Supplying all materials, labour, T&P and providing ceramic tiles in floors, treads and landing on 25mm thick bed of cement mortar 1:1 (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete as per direction of the Engineer in chargeKajaria / Somany / Johnson to be pree approved of 30cm x 30cm size .In ground floor
11.3
-
-
Supplying all materials, labour, T&P and fixing porcelain glazed tiles in dados skirting on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing complete as per direction of the Engineer in chargeKajaria / Somany of size 30 cm x 45 cm In ground floor
37.17
-
-
Factory made single leaf rigid FRP(alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 3.00mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter with FRP frame of size 45x90mm.(Darwaja /Exon Door make)
3.15
-
-
Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) Pure Chill 80 PSS RO+UV of size 750x570x1350mm height with water storage capacity 80 liters along with 2 nos of faucets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per minute etc all complete as per approved drawing,specification and direction of the Engineer in charge. Aquaguard 80 PSS RO+UV
1
-
-
EXTERNAL P.H. WORK. 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. 110mm dia all round concrete pipe
28
-
-
Supplying all materials, labour, T&P and constructing gully trap chamber of the following inside size with 8cm thick R.C.C precast cover slab in cement concrete (1:2:4) mix using 12mm size h.g chips, foundation concrete (1:4:8) using 40mm size hard granite metal on bed and around trap, KB brickwork in cement mortar (1:6) in F&P and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap,150mmx150mm size CI grating etc all complete as per approved drawing, specification and direction of the Engineer in charge Inside size 250mmx250mm
2
-
-
Supplying all materials, labour, T&P and constructing inspection chamber of the following size with cement concrete(1:3:6) using 40mm size hard granite metal on bed, 1st class fly ash brickwork in cement mortar(1:6), moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size h.g chips, 12mmthick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in (1:1.5:3) using 12mm size h.g chips with RCPC man hole cover, earthwork 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 royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge Inside size 760mmx760mmx460mm
2
-
-
---- do --- addl depth of 0.15m upto 0.90m
2
-
-
R.C.P.C.Cover(18" round man hole cover)
2
-
-
Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and fly ash brickwork in cement mortar (1:6) for the remaining height at top, cement concrete (1:4:8) using 40mm size hg chips on bed, 12mm thick cement plaster (1:4) inside and outside over masonry brickwork, gravel backing in the rear of well steining, RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including 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. 1.20m dia x 2.00m deep soakway pit
1
-
-
Sinking of 125mm x 50mm dia tubewell through hand boring (water jet ) method (2nos) .Supplying all materials, labour, T&P and setting up boring equipments including erection of suitable staging for installation of the required size of tube well, dismantling and removing the same after complection of the work, including transportation of the boring equipments, cleaning and levelling the site, excavation of mud pit, channels etc, levelling of site all complete as per direction of Engineer in charge
1
-
-
Supplying all labour, T&P and transporting the boring pipes, top casing , grouting pipes, P.V.C pipes and fittings, P.V.C well screens, cement, bentonite and gravels etc to the worksite including loading and unloading etc all complete as per direction of Engineer in charge
1
-
-
Supplying all labour, T&P and drilling pilot bore not less than 102mm dia, without casing pipes in all kinds of soils and rocks for the following depths excluding supply of necessary boring pipes including supply of necessary cutting equipments, extra sockets (whenever required) etc and withdrawing the boring pipes, washing and keeping the bore clear for logging if required all complete as per direction of Engineer in charge. Drilling pilot bore from 0 to 360 metres
295
-
-
Supplying all labour, T&P and reaming the pilot bore to the following sizes and depths without casing pipes including withdrawing the boring pipes, washing the bore by means of pipe cylinder etc all complete as per direction of Engineer in charge Reaming 100mm to 150mm dia from 0 to 360 metres
295
-
-
Supplying all labour, T&P and jointing materials and lowering the 300mm dia top casing pipes into the position and removing the same after use all complete as per direction of Engineer in charge from 0 to 360 metres
1
-
-
Supplying all labour T&P and grouting with cement slurry for saline sealing in the bore around the 150 mm dia PVC casing pipe etc all complete as per the direction of the Engineer in charge.
1
-
-
Supplying all labour, T&P and jointing materials and lowering the pvc casing pipes, fittings and well screens in position, including fitting and fixing of centraliser, cutter plug and washing the bore all complete as per direction of Engineer in charge 125mm dia PVC casing pipe from 0 to 360 metres
40
-
-
Cost of 125mm dia PVC ASTM pipe (sch-80)
40
-
-
50mm dia PVC casing pipe from 0 to 360 metres
245
-
-
Cost of 50mm dia PVC ASTM pipe (sch-80)
245
-
-
Cost of 50mm dia PVC well screen
10
-
-
Cost of 50 mm dia C.I. cutter plug
1
-
-
Cost of bentonite powder
20
-
-
Supplying all materials, labour, T&P and packing the bore with washed gravel of river shingles of required size and specification around the well screen and pipe etc all complete as per the direction of the Engineer in charge
2.5
-
-
Cost and Conveyance of Gravel
2.5
-
-
Supplying all materials, labour, T&P and packing the bore with river sand over the gravel pack etc all complete as per the direction of the Engineer in charge
2.5
-
-
Cost and Conveyance of sand
2.5
-
-
Supplying all labour T&P and grouting with cement slurry for sanitary sealingin the bore around the upper most 3 metres of 150mm dia PVC casing pipe etc all complete as per the direction of the Engineer in charge.
1
-
-
Cost of Cement
2
-
-
Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge By Compressor
1
-
-
Supplying all materials, labour, T&P and constructing Bore well protection chamber of the inside size 650x650x1000hight with cement concrete (1:3:6) using 40mm size hard granite metal on foundation, 1st class Fly ash brickwork in cement mortar (1:3), with base cement concrete (1:2:4) using 12mm size h.g chips,12mmthick cement plaster (1:4) inside and outside, R.C.C cover slab in (1:1.5:3) using 12mm size h.g chips, earthwork 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 royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge.
1
-
-
Construction of 30 users septic tank Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-Charge.
14.03
-
-
Extra lifts of 1.50 mtr or part thereof over the initial lift of 1.5 mtr in all kinds of embankments and road works and ordinary earthwork in general.
5.89
-
-
Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal 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
0.75
-
-
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
1.68
-
-
Supplying all materials, labour, T&P and providing brick work with Fly Ash bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
5.76
-
-
Supplying all materials, labour, T&P and providing 12mm thick cement plaster (1:4) on brickwork including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
44.54
-
-
Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
21.43
-
-
Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for R.C.C works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge R.C.C floor and roof slabs
4.59
-
-
Supplying all materials, labour, T&P and providing M.S reinforcement for R.C.C work including cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge In ground floor
0.47
-
-
Supplying all materials, labour, T&P and providing cement concrete (1:1.5:3) with 12mm size hard broken granite chips for R.C.C works including hoisting, laying, 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
0.59
-
-
Supplying all materials, labour, T&P and providing,fitting and fixing 100mm x 100mm x 100mm UPVC Tee in wall including filling the recess with cement concrete (1:3:6) with 12mm size h.g chips all complete including watering, curing, conveyance of all materials to worksite, payment of royalty all complete as per specification and direction of the Engineer in charge110mm dia UPVC Tee
2
-
-
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
-
-
Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer in charge
3.91
-
-
Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge 1H.P three phase 3 stage head range 30 to 54 metres, discharge 155 to 110 L.M.P with outlet dia of 32mm
1
-
-
DOL Control panel
1
-
-
40mm dia steel short piece
2
-
-
Well cap
1
-
-
50mm size CI bracket
2
-
-
2.50sqmm flat cable
45
-
-
20mm dia rigid UPVC pipes
15
-
-
Steel rope with cover
25
-
-
Labour charges for lowering including transportation
1
-
-
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