Tender For Construction Of Paddy Procurement Center At Singhapada Pacs (800 Sqft Cover Pindi) In The District Of Nayagarh.
Tender Value
52.79 Lakhs
Estimated cost
Bid Submission
09 Oct 2026
6 days left
EMD
52794
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nayagarh → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Paddy Procurement Center At Singhapada Pacs (800 Sqft Cover Pindi) In The District Of Nayagarh.
BOQ
| Sl. No. | Item Description |
| 1 | Farmer Rest Shed (Ground) 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. |
| 2 | Farmer Rest Shed (Ground) 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. |
| 3 | Farmer Rest Shed (Ground) 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 |
| 4 | Farmer Rest Shed (Ground) 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- ncharge.(make-premise BAYER,Paxton FMC,ozie KALYANI) |
| 5 | Farmer Rest Shed (Ground) 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. |
| 6 | Farmer Rest Shed (Ground) 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. |
| 7 | Farmer Rest Shed (Ground) 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 |
| 8 | Farmer Rest Shed (Ground) 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. a) Footing |
| 9 | Farmer Rest Shed (Ground) 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.b) Column up to plinth |
| 10 | Farmer Rest Shed (Ground) 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. e) Plinth Beam |
| 11 | Farmer Rest Shed (Ground) 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. f) Column above plinth |
| 12 | Farmer Rest Shed (Ground) 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. g) Lintel |
| 13 | Farmer Rest Shed (Ground) 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. h) Chajja |
| 14 | Farmer Rest Shed (Ground) 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. i) Roof Beam |
| 15 | Farmer Rest Shed (Ground) 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. j) Slab |
| 16 | Farmer Rest Shed (Ground) 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 |
| 17 | Farmer Rest Shed (Ground) 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 |
| 18 | Farmer Rest Shed (Ground) 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 |
| 19 | Farmer Rest Shed (Ground) 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 |
| 20 | Farmer Rest Shed (Ground) 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 |
| 21 | Farmer Rest Shed (Ground) 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 |
| 22 | Farmer Rest Shed (Ground) 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 |
| 23 | Farmer Rest Shed (Ground) 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 |
| 24 | Farmer Rest Shed (Ground) 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 |
| 25 | Farmer Rest Shed (Ground) 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 |
| 26 | Farmer Rest Shed (Ground) 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 |
| 27 | Farmer Rest Shed (Ground) 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 |
| 28 | Farmer Rest Shed (Ground) 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 |
| 29 | Farmer Rest Shed (Ground) 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 |
| 30 | Farmer Rest Shed (Ground) 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.Engineer-in-charge.(Make: Asian/ Berger/ Dulux/ ICI or equivalent make duly approved by Engineer-in-charge) Ground floor |
| 31 | Farmer Rest Shed (Ground) 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 |
| 32 | Farmer Rest Shed (Ground) 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 |
| 33 | Farmer Rest Shed (Ground) 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 mmAdhesive strength 1.0 N/mm 28dTensile elongation 60 20CShore 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 |
| 34 | Cover Pindi (Ground) 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. |
| 35 | Cover Pindi (Ground) 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. |
| 36 | Cover Pindi (Ground) 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 | Cover Pindi (Ground) 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. |
| 38 | Cover Pindi (Ground) 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. |
| 39 | Cover Pindi (Ground) 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. |
| 40 | Cover Pindi (Ground) 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. a) Footing |
| 41 | Cover Pindi (Ground) 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. b) Column up to plinth |
| 42 | Cover Pindi (Ground) 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. c) Plinth Beam |
| 43 | Cover Pindi (Ground) 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. d) Column above plinth |
| 44 | Cover Pindi (Ground) 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. e) Tie Beam |
| 45 | Cover Pindi (Ground) 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 |
| 46 | Cover Pindi (Ground) 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 |
| 47 | Cover Pindi (Ground) 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 |
| 48 | Cover Pindi (Ground) 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 |
| 49 | Cover Pindi (Ground) 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 |
| 50 | Cover Pindi (Ground) 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 |
| 51 | Cover Pindi (Ground) 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 |
| 52 | Cover Pindi (Ground) 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 |
| 53 | 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. |
| 54 | Drying Platform 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. |
| 55 | Drying Platform 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 |
| 56 | Drying Platform 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. |
| 57 | Drying Platform 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. |
| 58 | Drying Platform 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. |
| 59 | Drying Platform 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 |
| 60 | Drying Platform 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 |
| 61 | Drying Platform 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 |
| 62 | Drying Platform 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 |
| 63 | Drying Platform 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 |
| 64 | Site Development Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. |
| 65 | Site Development Supplying of filling good 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. |
| 66 | Site Development Supplying of filling good 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. Dismentalling brick or stone masonery in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debries away from work site. |
| 67 | Site Development Supplying of filling good 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. Dismentalling GCI or AC sheet roffing after careful removal of nails and bolts including stacking the useful materials for reuse and removing the debries away from work site. |
| 68 | Compound Wall Dismentalling brick or stone masonery in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debries away from work site. Hard soils. |
| 69 | 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. |
| 70 | Compound Wall 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. Ground Floor (Compound Wall) |
| 71 | Compound Wall 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. Ground Floor (Compound Wall) |
| 72 | Compound Wall 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. Ground Floor (Compound Wall) |
| 73 | Compound Wall 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 Ground Floor (Compound Wall) |
| 74 | Compound Wall 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 (Compound Wall) |
| 75 | Compound Wall 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 |
| 76 | Compound Wall 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 b) Column up to GL |
| 77 | Compound Wall 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 c)Tie Beam :- |
| 78 | Compound Wall 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 d)Column above GL:- |
| 79 | Compound Wall 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 e)Coping at top of compound wall |
| 80 | Compound Wall 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. Gr. Floor |
| 81 | Compound Wall 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. Gr. Floor(Compound Wall) |
| 82 | Compound Wall 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. Gr. Floor(Compound Wall) |
| 83 | Compound Wall 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. Gr. Floor(Compound Wall) |
| 84 | Compound Wall 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 |
| 85 | Compound Wall 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 |
| 86 | 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. |
| 87 | Internal Road 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. |
| 88 | Internal Road 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. |
| 89 | Internal Road Providing close graded granular subbase with Grading-lll materials |
| 90 | Internal Road 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. |
| 91 | Internal Road 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 |
| 92 | Internal Road 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. |
| 93 | P.H. Work Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor C PVC pipes conforming to 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 (Ashirbad/Supreme/Oriplast/AKG/Prayag) In Ground Floor 20mm dia C PVC pipe |
| 94 | P.H. Work Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor C-PVC pipes conforming to 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 (Ashirbad/Supreme/Oriplast/AKG/Prayag) 25mm dia C-PVC pipe |
| 95 | P.H. Work Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor C-PVC pipes conforming to 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 (Ashirbad/Supreme/Oriplast/AKG/Prayag) 32mm dia C-PVC pipe |
| 96 | P.H. Work 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 250mm thick wall |
| 97 | P.H. Work 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 |
| 98 | P.H. Work 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 |
| 99 | P.H. Work 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 (Jaquar) CON-CHR-037KN |
| 100 | P.H. Work 15mm dia CP Long Body Bib cock (Con-CHR-107KN Jaquar make) |
| 101 | P.H. Work 15mm dia CP Angle Stop cock (Con-CHR-053KN Jaquar make) |
| 102 | P.H. Work 15mm dia CP Pillar cock (Jaquar) CON-CHR-011KN |
| 103 | P.H. Work 20mm dia CP Consealed Stop cock (Con-CHR-083KN Jaquar make) |
| 104 | P.H. Work 15mm dia CP Two in one bib cock (Con-CHR-041KN Jaquar make) |
| 105 | P.H. Work 15mm CP revolving shower with 15mm x 225mm long CP shower arm |
| 106 | P.H. Work 15mm dia CP Health faucet (Con-ALD-MCH-573 Jaquar make) |
| 107 | P.H. Work 25mm CPVC Ball Valve |
| 108 | P.H. Work 32mm CPVC Ball Valve |
| 109 | P.H. Work 15mm dia CP Flange |
| 110 | P.H. Work 15mm dia CP extension piece |
| 111 | P.H. Work 125mm dia CP gratings |
| 112 | P.H. Work 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 Fixing 2000Ltr Roto-moulded water storage tanks-In FF (Ashirbad/Supreme/Oriplast/AKG/Prayag) |
| 113 | P.H. Work 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 PVC L.L. Cistern with flush bend(Slimline-white) |
| 114 | P.H. Work Supplying all materials, labour, T&P and fixing 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 all complete as per specification and direction of the Engineer in charge Fixing 580mmx440mm size Orissa pan(Parryware/Hindware/Neycer) |
| 115 | P.H. Work Supplying all materials, labour, T&P and fixing Wash Down Water Closet (European type W.C pan) with integral S or P trap to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete as per specification and direction of the Engineer in charge. E.W.C. S trap with seat cover (Parryware/Hindware/Neycer) |
| 116 | P.H. Work Supplying all materials, labour, T&P and fixing bowl pattern urinal including connecting the urinal with waste pipe by means of white lead mixed with chopped hemp etc all complete as per specification and direction of the Engineer in charge. Half stall urinal (Parryware/ Hindware/Neycer) |
| 117 | P.H. Work 15mm dia urinal spreader |
| 118 | P.H. Work 32mm dia CP dome waste |
| 119 | P.H. Work 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 manufacturers specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the engineer in charge (Ashirbad/Supreme/Oriplast/AKG/Prayag) 110mm dia U PVC SWR pipes |
| 120 | P.H. Work 110mm U-PVC door Tee |
| 121 | P.H. Work 110mm U-PVC plain Tee |
| 122 | P.H. Work 110mm U-PVC door bend |
| 123 | P.H. Work 110mm U-PVC plain bend |
| 124 | P.H. Work 110mm dia U-PVC 'P' trap |
| 125 | P.H. Work 110mm U-PVC vent cowl |
| 126 | P.H. Work 110mm dia U-PVC clamp/Clip |
| 127 | P.H. Work Supplying all materials, labour, T&P and fixing of wash hand basins with pedestal complete recessed at the back for the reception of pipes and fittings with hole for pillar taps with cast iron or M S brackets painted white including cutting holes in walls and making good the damages etc all complete as per specification and direction of the Engineer in charge 550mmx400mm size Wash hand basin with Porcelain Pedestal (Parryware/Hindware/Neycer) |
| 128 | P.H. Work Supplying all materials, labour, T&P and fixing mirror of superior glass conforming to IS 3438 1996 mounted on 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 600mm x 450mm size B.E mirror |
| 129 | P.H. Work 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 CP glass shelf with alluminium guard raIl |
| 130 | P.H. Work 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 CP Ring Towel Rail |
| 131 | P.H. Work Fixing 25mmx600mm long CP Towel Rail |
| 132 | P.H. Work 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 |
| 133 | P.H. Work 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 |
| 134 | P.H. Work Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per direction of the Engineer in charge. |
| 135 | P.H. Work 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 |
| 136 | P.H. Work 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 |
| 137 | P.H. Work 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 etc all complete as per direction of the Engineer in charge (30cmx30cm of Kajaria/Somany/ Johnson/ Orient bell to be pre-approved by the Engineer-in-charge) |
| 138 | P.H. Work 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 charge(45cmx30cm of Kajaria/Somany/Johnson/Orient bell to be pre-approved by the Engineer-in-charge) |
| 139 | P.H. Work Supplying all materials, labour, T&P and distempering two coats to walls with distemper of approved shade on new work to give an even shade etc all complete as per specification and direction of the Engineer in charge |
| 140 | P.H. Work Factory made single leaf Solid WPC (Wood polymer) composite door shutter of 25mm thickcompacted with wood grain finish structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material 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 material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters Conforming to relevant I.S.specification. 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. |
| 141 | P.H. Work Factory made Solid WPC door frame of size 95mmx55mm fabricated. The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The WPC frame shall be provided with The material and process for manufacturing the door frames shall conform to Relavent I.S.specification. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge |
| 142 | P.H. Work 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, Fly ash brickwork in c.m (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 C.I grating etc all complete as per approved drawing, specification and direction of the Engineer in charge |
| 143 | P.H. Work 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, R.C.C cover slab in (1:2:4) using 12mm size h.g chips with RCC 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 760mm x 760mm x 460mm |
| 144 | P.H. Work Fitting and fixing RCPC cover slab (0.45m dia) |
| 145 | P.H. Work Supplying all materials, labour, T&P and constructing man hole chamber of the following size with cement concrete(1:3:6) using 40mm size hard granite metal on bed, 1st class K.B 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, R.C.C cover slab in (1:2:4) using 12mm size h.g chips with RCC 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 Man hole chamber Inside size 910mmx910mmx910mm |
| 146 | P.H. Work Fitting and fixing RCPC cover slab (0.45m dia) |
| 147 | P.H. Work 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 1.22m dia x 2.10m deep soakway pit |
| 148 | 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 manufacturers 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. (Ashirbad/Supreme/Oriplast/AKG/Prayag) 110mm dia u pvc pipe alround concrete |
| 149 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all labour, T&P and 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 Engineer-in-charge |
| 150 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Extra lift of 1.50m or part thereof over the initial lift of 1.50m |
| 151 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size crusher broken hard granite metal including watering, curing, cost of all materials,conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge |
| 152 | P.H. Work Construction of 20 users Brick Septic Tank-1no. 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 |
| 153 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all materials, labour, T&P and providing Ist class K.B. Brick work in C.M (1:3) in foundation and plinth including watering, curring, conveyance of all materials to site. |
| 154 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) 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 |
| 155 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all materials, labour, T&P and providing 12 mm thick cement plaster (1:3) on RCC work 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 |
| 156 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all materials, labour, T&P and providing cement punning including watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per specification and direction of the Engineer-in-charge. |
| 157 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC 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 RCC floor and roof slab |
| 158 | P.H. Work Construction of 20 users Brick Septic Tank-1no. 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 |
| 159 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all materials, labour, T&P and making MS step Iron in 20mm diameter MS steel bars and fixing into walls of manhole / septic tank duly embedded in cement concrete (1:3:6) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc complete as per specification and direction of the Engineer-in-charge |
| 160 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all materials,labour,T&P and providing vent base in cement concrete (1:2:4) using 12mm size HG chips all complete including watering, curing, conveyance of all materials to worksite, payment of royalty texes etc. all complete as per specification and direction of the Engineer-in-charge. |
| 161 | P.H. Work Construction of 20 users Brick Septic Tank-1no. Supplying all labour, T&P and filling in foundation and plinth with excavated earth including watering and ramming etc. complete as directed by the Engineer-in-charge. |
| 162 | P.H. Work 125mmx100mm dia Tube Well through DTH method Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs (650 cfm/ 200 psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of 125 mm dia PVC/GI pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/PVC casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tube well). Labour for drilling of 125 dia bore 00 mtr.to 60 mtrs. |
| 163 | P.H. Work 125mmx100mm dia Tube Well through DTH method Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs (650 cfm/ 200 psi) as required to suit the site condition as per the direction of Engineer in charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of 125 mm dia PVC/GI pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/PVC casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tube well). Labour for drilling of 100mm dia bore 00 mtr.to 60 mtrs. |
| 164 | P.H. Work 125mmx100mm dia Tube Well through DTH method Cleaning and developing the tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per the direction of Engineer-in-Charge. |
| 165 | P.H. Work 125mmx100mm dia Tube Well through DTH method Supplying all labour, tools and plant 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 etc complete as per the direction of the Engineer in charge. |
| 166 | P.H. Work 125mmx100mm dia Tube Well through DTH method 125 mm dia ASTM-D-1785/89 PVC Pipe (Sch-80) |
| 167 | P.H. Work 125mmx100mm dia Tube Well through DTH method Supply 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/1phase line voltage ranging from 320 volt to 450 volt conforming to IS:8034/89 with following specifications with suitable control pannel, 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. 1.00H.P single phase 3 stage head range 20 to 35 metres, discharge 145 to 110 L.M.P with outlet dia of 25mm |
| 168 | P.H. Work 125mmx100mm dia Tube Well through DTH method DOL contol pannel suitable for 1.5 HP pump |
| 169 | P.H. Work 125mmx100mm dia Tube Well through DTH method 2.50 sqmm flate cable |
| 170 | P.H. Work 125mmx100mm dia Tube Well through DTH method 32mm dia HDPE pipe |
| 171 | P.H. Work 125mmx100mm dia Tube Well through DTH method 20mm dia rigid UPVC pipe |
| 172 | P.H. Work 125mmx100mm dia Tube Well through DTH method Well cap |
| 173 | P.H. Work 125mmx100mm dia Tube Well through DTH method Steel rope with cover |
| 174 | P.H. Work 125mmx100mm dia Tube Well through DTH method 50mm dia C.I.Bracket |
| 175 | P.H. Work 125mmx100mm dia Tube Well through DTH method 32mm dia Steel short piece |
| 176 | P.H. Work 125mmx100mm dia Tube Well through DTH method Labour charges for fitting and fixing of submerssible pump sets etc. |
| 177 | P.H. Work 125mmx100mm dia Tube Well through DTH method Labour charges for electrification of fitting and fixing of submerssible pump sets etc. |
| 178 | P.H. Work 125mmx100mm dia Tube Well through DTH method 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. Bore well protection chamber. |
| 179 | E.I Work INTERNAL ELECTRICAL WORKRecessed 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 (anti bactorial & flame retradant type) switch ISI marked Make Schneider(Zencelo)/legrand( Myrius-NEXT GEN) /Panasonic (vision) and ceiling rose ISI marked of modular type G.I box with metallic cover plate (both side) (anti bactorial & flame retradant type) Make Schneider(Zencelo)/legrand( Myrius-NEXT GEN) /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.GROUP-B |
| 180 | E.I. Work GROUP-C |
| 181 | E.I. Work Supplying,fixing of 6A Plug on the separate board with complete fitting by 01 no of 6A switch & socket(modular type)( (anti bactorial & flame retradant type)) with suitable size modular box & cover(anti bactorial & flame retradant type) including supplying of all required accessories of ISI marked as approved as per direction of engg-in-charge. |
| 182 | E.I. Work 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)( (anti bactorial & flame retradant type)) & other required accessories of ISI marked as approved as per direction of Engg. -in -Charge. Make-Schneider(Zencelo)/legrand( Myrius-NEXT GEN) /Panasonic (vision) |
| 183 | E.I. Work 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. |
| 184 | E.I. Work Supplying,fixing of 1x16A Plug on the separate board with complete fitting by 01 no of 16A switch & socket(modular type)((anti bactorial & flame retradant type)) with suitable size modular box & cover(anti bactorial & 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-NEXT GEN)/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. |
| 185 | E.I. Work Supplying,fixing of 3x6A+1X1 6A Plug on the separate board with complete fitting by 01 no of 16A+3 nos 6A switch & socket(modular type) ( (anti bactorial & flame retradant type) with suitable size modular box & metallic cover plate (both side)(anti bactorial & 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-NEXT GEN)) /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. |
| 186 | E.I. Work 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)) |
| 187 | E.I. Work 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) |
| 188 | E.I. Work 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) |
| 189 | E.I. Work 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) |
| 190 | E.I. Work 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) |
| 191 | E.I. Work FITTING & FIXTURESupplying, 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) |
| 192 | E.I. Work 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. |
| 193 | E.I. Work 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 . |
| 194 | E.I. Work 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. |
| 195 | E.I. Work MCB,RCCB,BDB4 Way(8+(4x3)+(3x4)) Way TPN MCB DD 7 Segment DB Horizontal Type as per IEC 61439-3 with configuration of incomming I-8 modules,sub incommer-12 module & out going-12 modules,suitable for Flush mounting and Surface mounting with Copper Bus Bar for each phase, with neutral Bus bar, Earth Bar & Cable ties for cable management, prefitted masking sheet, IP43-IK09 with metal door Warranty on DB is 3 years |
| 196 | E.I. Work Supplying and fixing 6-32 Amps rating, C series,10KA breaking capacity,SP, 240 volts, MCB . Make-LEGRAND-DX3 / Siemens-Betaguard/ Schneider- Acti 9/ABB SB 200 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 1 years.. |
| 197 | E.I. Work Supplying and fixing 63Amps 4P 415 volts MCB Make-LEGRAND-DX3 / Siemens-Betaguard/ Schneider- Acti 9/ABB SB 200 in the existing MCB DB in the existing MCB DB complete with connections as per direction of Engg.-in-Charge..Warranty on MCB is 1 years. |
| 198 | E.I. Work Supplying and fixing 63 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. .Warranty on MCB is 3 years. |
| 199 | E.I. Work 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) |
| 200 | E.I. Work 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. |
| 201 | E.I. Work 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) |
| 202 | E.I. Work Foundation & erection of 9 mtr street lighting pole along with all materials & labour M20 concrete, as per direction of engineer incharge as per approved design |
| 203 | E.I. Work 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. |
| 204 | E.I. Work 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. |
| 205 | E.I. Work 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. |
| 206 | E.I. Work Providing and fixing swg 6 GI wire on surface or in recess for loop earthing as required as per direction of Engg.-in-Charge. |
| 207 | E.I. Work CABLINGSupplying 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 |
| 208 | E.I. Work 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. |
| 209 | E.I. Work 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 |
| 210 | E.I. Work 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 |
| 211 | E.I. Work SITC of 125 Amp Main PANEL with 125 A 4P MCCB 25 KA -1 No as incomer, 125 Amp Changeover- 1 No, 63 Amp FP MCB- 3 Nos, 32 Amp DP MCB 1 Nos with E.C Busbars and Parallal connection of Surge Protection Device and all fittings as per requirement of site and direction of engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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