Tender For Construction Of Tamian Nodal High School Under Patnagarh Block In The District Of Bolangir For The Year 2025-26
Tender Value
1.40 Crore
Estimated cost
Bid Submission
31 Jul 2026
4 days left
EMD
1.40 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Balangir → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Tamian Nodal High School Under Patnagarh Block In The District Of Bolangir For The Year 2025-26
BOQ
| Sl. No. | Item Description |
| 1 | Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment) including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge. |
| 2 | 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. |
| 3 | Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with 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 |
| 4 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge. |
| 5 | 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 and taxes of all materials with labour,labour cess and T&P etc. required for the work complete as per the direction of the Engineer-in-charge. |
| 6 | Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, and royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge |
| 7 | Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties and taxes of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge. GROUND FLOOR |
| 8 | Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties and taxes of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge. HEAD ROOM |
| 9 | Fly Ash brick masonry in cement mortar (1:4) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties and taxes of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge. |
| 10 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position GROUND FLOOR Footing |
| 11 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position GROUND FLOOR Column |
| 12 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position GROUND FLOOR Plinth Beam |
| 13 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position GROUND FLOOR Lintel |
| 14 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position GROUND FLOOR Floor Beam |
| 15 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position GROUND FLOOR CHAJJA |
| 16 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position GROUND FLOOR Staircase |
| 17 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position GROUND FLOORFloor Slab |
| 18 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade 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 HEAD ROOMColumn |
| 19 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade 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 HEAD ROOM Floor Beam |
| 20 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20grade 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 HEAD ROOM Floor Slab |
| 21 | 25mm thick CC 1:2:2 with 6mm size CB chips for grading concret over roof slab etc. complete. |
| 22 | Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / TATA / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing 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 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 with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge.GROUND FLOOR |
| 23 | Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as SAIL / TATA / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing 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 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 with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge. HEAD ROOM |
| 24 | 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 |
| 25 | 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. HEAD ROOM |
| 26 | 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of E.I.C. GROUND FLOOR |
| 27 | 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of E.I.C. HEAD ROOM |
| 28 | 6 mm thick cement plaster (1:4) to RCC surfaces finished smooth including closed deep chiping and slury treatment GROUND FLOOR |
| 29 | 6 mm thick cement plaster (1:4) to RCC surfaces finished smooth including closed deep chiping and slury treatment HEAD ROOM |
| 30 | Supplying, fitting and fixing Vitrified tile in floors of approved make confirmating to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality including cost of all materials, etc. required for the work all complete as per direction of E.I.C. |
| 31 | Fixing Vitrified tiles in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost, carriage, cost of all labour etc. complete. |
| 32 | Supplying, fitting & fixing of Chequered tiles in floors of approved make laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with slurry including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-charge |
| 33 | Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials labour T & P etc. as per direction of Engineer -In -charge. in Ground Floor |
| 34 | Priming 1 coat with wall primer water bond cement primer including all labour, materials etc. complete.GROUND FLOOR |
| 35 | Priming 1 coat with wall primer water bond cement primer including all labour, materials etc. complete. HEAD ROOM OUTER |
| 36 | Priming 1 coat with wall primer water bond cement primer including all labour, materials etc. complete. HEAD ROOM INTERIOR |
| 37 | Wall painting 2 coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of paint etc complete. GROUND FLOOR |
| 38 | Wall painting 2 coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of paint etc complete. HEAD ROOM |
| 39 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete. GROUND FLOOR |
| 40 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete. HEAD ROOM |
| 41 | Wall painting two coat with any approved weather coat paint including cost of all materials, labour and T&P require for the work etc. complete as directed by the E.I.C. GROUND FLOOR |
| 42 | Wall painting two coat with any approved weather coat paint including cost of all materials, labour and T&P require for the work etc. complete as directed by the E.I.C. HEAD ROOM |
| 43 | Supplying, fiting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fitting and fixture etc. complete |
| 44 | Providing and fixing of WPC Door frames with Rebate cuts and finished cross section size 75mm X 45MM OR 90mm X 50mm, including cost of all materials cost of all labour,conveyance,taxes,loading,unloading,scaffolding,staging,watering and curing, t& p ,etc complete as per the direction of engineer-in-charge . GROUND FLOOR |
| 45 | Supplying , fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures. |
| 46 | Supplying Fitting, fixing up fully glazed aluminium framed window (sliding type) made up aluminium section 9778 as window frame, section 4095, 4096 and 9777, 3994 as shutter frame with 5mm black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of all materials, all taxes, labour, T&P excluding cost of glass etc. complete as per direction of the Engineer-in-charge A) Cost of Al. Frame |
| 47 | Supplying Fitting, fixing up fully glazed aluminium framed window (sliding type) made up aluminium section 9778 as window frame, section 4095, 4096 and 9777, 3994 as shutter frame with 5mm black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of all materials, all taxes, labour, T&P excluding cost of glass etc. complete as per direction of the Engineer-in-charge B) Cost of 5mm thick Black Glass including wastages |
| 48 | 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, taxes, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. GROUND FLOOR |
| 49 | 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, taxes, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. HEAD ROOM |
| 50 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance of all materials, cost of all labour,labour cess, T&P etc. required for the work complete in all respect as per direction of the Engineer-in-charge. |
| 51 | Priming one coat with any approved primmer (To Receive Enamel paint) including cost of primmer & labour to give an even shade excluding cost of primer. (As per A.R. 93/1) GROUND FLOOR |
| 52 | Priming one coat with any approved primmer (To Receive Enamel paint) including cost of primmer & labour to give an even shade excluding cost of primer. (As per A.R. 93/1) HEAD ROOM |
| 53 | Painting two coats with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of E.I.C. GROUND FLOOR |
| 54 | Painting two coats with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of E.I.C. HEAD ROOM |
| 55 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 5000 m as per Technical Specification Clause 301.5 and as per the direction of EIC. |
| 56 | GPH Works: Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer-in-charge. Ground floor 20 mm CPVC (sdr-13.5) pipes (Oriplast/Supreme) |
| 57 | GPH Works: Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer-in-charge. Ground floor 25 mm CPVC(sdr-13.5) pipes (Oriplast/Supreme) |
| 58 | GPH Works: Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer-in-charge. Ground floor 32 mm CPVC sdr-13.5 pipes (Oriplast/Supreme) |
| 59 | GPH Works: Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer-in-charge. Ground floor 40 mm CPVC sdr-13.5 pipes (Oriplast/Supreme) |
| 60 | supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings etc. all complete as per P.H. specification and direction of Engineer-in-charge. Ground Floor :- 230 mm thick wall |
| 61 | Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thick for passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes after insertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of the Engineer-in-charge. Ground Floor :- 230 mm thick wall |
| 62 | Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages as per direction of the E.I.C. Ground Floor |
| 63 | Supplying all materials, labour, T&P and fixing standard sized two way Bib cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP Two way bib cock with Flange. |
| 64 | Supplying all materials, labour, T&P and fixing standard sized Bib cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge.15mm dia. nominal bore Long body Bib Cock |
| 65 | Supplying all materials, labour, T&P and fixing standard sized 15mm dia angular Stop cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP angle stop cock with wall flange |
| 66 | Supplying all materials, labour, T&P and fixing standard sized pillar cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. 15mm dia brass pillar cock |
| 67 | Fixing of 32mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge.32mm dia brass or gun metal full way valve (shakti make) |
| 68 | Fixing of 40mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of of approved make as per specification complete as per direction of Er-in-charge.40mm dia brass or gun metal full way valve(shakti make) |
| 69 | 15mm dia PVC connection pipe 450 mm long |
| 70 | 15mm dia CP Extention Nipple |
| 71 | Providing and fixing circular type stainless steel jalli (grating) with hole for floor /nahani trap etc complete as per specification and direction of the Engineer in charge. |
| 72 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 15mm dia CP Health Faucet of Jaquar 1.01mtr long, |
| 73 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm diameter U-PVC SWR pipes |
| 74 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm U-PVC door Tee |
| 75 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm U-PVC offset |
| 76 | Supplying all materials, labour, T&P and fitting and fixing U PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm U PVC door bend |
| 77 | Supplying all materials, labour, T&P and fitting and fixing U PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm U PVC plain shoe bend |
| 78 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm U PVC vent cowl |
| 79 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm P trap |
| 80 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm U-PVC plain bend |
| 81 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 100mm S/S coupling with EPMD |
| 82 | Supplying all materials,labour T&P and cutting holels through existing brick or laterite masonry wall for taking H.C.I pipes and fittings including making good the damages etc. all complete as per P.H.Specification and direction of the Engineer-In-Charge. 250mm to 375mm thick wall |
| 83 | Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern of Hindware/Jaquar/Parryware with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main etc all complete as per the specification and direction of the Engineer-in-charge. 10 Liters capacity PVC cistern with 32mm dia flush bend. |
| 84 | Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) of Hindware/Jaquar/Parryware duly embedded in cement concrete (1:4:8) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI 'p' or 's' trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages etc all complete as per specification and direction of the Engineer-In-Charge. Hindware Orissa Pan cat no 20004 Starwhite. Size- 53x41 cm |
| 85 | Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet (Wall hung European type W.C. pan) of Hindware/Jaquar/Parryware with integral por s trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing etc all complete as per specification and direction of the Engineer-In-Charge. European type W.C. pan |
| 86 | Supplying all materials, labour T&P and fixing counter sunk Wash Basin Size - 545mmx545x180mm, Cat.No. FLS-WHT-29601 with all fittings as per direction of the engineer-in -charge. |
| 87 | Supplying all materials, labour, T&P and fixing Flat back large pattern urinal of Hindware/Jaquar/Parryware the following sizes including connecting the urinal with 32mm dia pvc waste pipe 910mm long by means of white lead mixed with chopped hemp, fixing 32mm dia CP dome waste, 15mm dia CP spreader including cutting holes in walls land making good the damages with supply of wooden plugs, screws and cement etc all complete as per specification and direction of the Engineer in charge. |
| 88 | Supply and fixing all materials, labour, T & P and providing urinal partition with italian collection (pastel)- size- 75x16.5x36.5 cm Cat no-61005 etc all complete as per direction of the Engineer-In-Charge. |
| 89 | Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the Engineer-in-charge. 450mmx600mm size B.E.mirror |
| 90 | Supplying all materials, labour, T&P and fixing standard size glass-shelf of Hindware/Jaquar/Parryware with CP brass brackets and guard rails complete fixed to wooden plugs with CP screws as per specification and direction of the Engineer-in-charge. glass shelf |
| 91 | Supplying all materials, labour, T&P and fixing standard sized Chromium Plated brass towel ring complete with Chromium Plated brass brackets fixed to wooden plugs with Chromium Plated brass screws as per specification and direction of the Engineer in charge |
| 92 | Supplying all materials, labour, T&P and fixing standard sized Robe Hook of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. |
| 93 | Supplying all materials, labour, T&P and fixing standard sized Soap Dispensor of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Soap dispense with Glass Bottle. |
| 94 | Supplying & fixing of Matrix Set-1 (WB 46X36 with one pair mounting brackets, EWC & cistern complete with fittings & seat cover, one no hinged rail 76 cm and 4 nos of grab rail 60cm complete with all as per specification & direction of the Engineer in charge. |
| 95 | Supplying all materials, labour, T&P and fixing grab bar including cost of all materials complete as per PH specification and direction of Engineer-in-charge. |
| 96 | Fixing Rotational moulded Poly Propelene double layer cylindrical vertical water storage tanks confirming to IS 12701-1996 including cutting holes through the tank and fixing mild steel tubes and fitting and providing extra sockets and jam nuts, fixing ball valve etc,including hosting upto a height of 5 mtr above ground level and placing the tank to the required postion etc all complete as per specification and direction of the Er-in-charge. 2000 ltr capacity Double layer cylindrical vertical water storage tanks |
| 97 | Supplying all materials, labour, T&P and providing Mat finish tiles in floors, treads and landing on 20mm thick bed of cement mortar 1:4 (1 cement:4 sand) joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete as per direction of the Engineer in charge. ( tile 600cmx600cm kajaria- Fogparla or equivalent makel to be pre-approved by the Engineer in charge) Ground Floor |
| 98 | Supplying all materials, labour, T&P and fixing provide 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. tile 600x300cm size kajaria-Duren marfil or equivalent make to be pre-approved by the Engineer in charge) Ground Floor |
| 99 | Supplying of filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of E.I.C. Ground Floor |
| 100 | Providing and laying plain cement concrete 1:3:6 (1 cement:3 sand: 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. Ground Floor |
| 101 | Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12mm size hard 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 Ground Floor |
| 102 | Supplying all materials, labour, T&P and providing Pidifin 2K including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge Ground Floor |
| 103 | Factory made GIRID FRP or called GRP sandwich composite door shutter of 32mm thick laminated with two GRP skin with good grain finish fabricated using UV stabilised isoppthalic gel coat and one layer of 450 gsm E-glass chopped strand mat (CSM) impregnated with ortopathilic resin The thickness of the skins shall not be less than 1.50mm . Expanded polysryne ( EPS) structural foam panel of 29 mm tickness and a density of 20kg/cu.mts shall be used as core material wooden reinforcements made of sesasoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinforcements for fitting the metal fittings such as lower bolts ,aldrops, handles etc. shall be provided . A structural adhesive compatible with (EPS)foam shall be used for bending the core material. the sal wood reinforcements and the skin The material and process for manufactuing te door shutter shall conform to RV -TIFAC components design centre's standards and specification and the door shutters tested in conformation to IS 4020-1998. The Finish of door shutter will be plain colour as per specification and direction of the Engineer in Charge. etc. complete |
| 104 | Factory made FRP( Altematly called GRP) door frame of size 75mm x 100mm fabricated using E - glass chopped strand mat (CSM) U.V stabilised inopathalic Gel coat and impregnated with inopathalic resin The thickness of the GRP skins shall not be less then 2.0 mm . The door frame consists of four segments which are provided with plug in socket arrrangement in-situ-in mould. The segments are plugged in and are joined together by means of srew. The GRP frame shall be provided with wooden reinforcement on six locations for high srew holding capacity for fixing metalic hold fast and shall be consolidated by filling with medium density foam / plaster of paris with fibre reinforcement , six number of 260mm x 25mm x 5mm size S shaped M.S flat hold fast shall be provided with the frame. The material and process for manufacturing the finish of door frame shall conform to RV-TIFAC composites Design centre's standards and specifications . 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 pigment complete in all respect as per specification and direction of the Engineer in Charge. etc. complete |
| 105 | Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge. 250mmx250mm with RCC cover |
| 106 | Supplying all materials, labour, T & P and constructing Inspection chamber of the following inside size with CC (1:3:6) mix using 40mm size h.g. metal on bed, Ist class Fly Ash brickwork in CM (1:6) , moulding and shaping the channel inside and benching with CC (1:2:4) using 12mm size h.g. chips, 12mm thick cement plastering (1:3) finished with punning to inside , cement flush pointing (1:3) to outside , R.C.C. cover slab in (1:2:4) using 12mm size h.g. chips with RCC man hole cover , earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering ,curing, conveyance of all materials to worksite , payment of royality , taxes etc. all complete as per aproved drawing , specification and direction of Engineer-in-charge. Inside size 760mm x760mm x450mm |
| 107 | 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. 110mm dia u pvc pipe alround concrete |
| 108 | Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS 4985/2000 of the following outside dia for class 3(0.60mpa) including jointing with supply of approved solvent cement by non heat application method/as per manufacturer s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C 1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer-in-charge. 160mm dia u-pvc pipe alround concrete |
| 109 | Supplying all materials, labour, T&P and constructing soakway pit of the following size with 1st class brick work in CM (1:4), 12mm thick cement plaster (1:4) inside and out side over masonary brick work up to 0.6 m depth, RCC cover slab in cement concrete (1:1.5:3) using 12mm size hg chips including earth work in open well excavation in all kinds of soil and refilling of cavity around the pit &, 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 soakway pit 1.8m dia x 2.6m deep |
| 110 | Supplying all materials, labour, T & P and fitting and fixing of I.S.I. mark 1H.P. single phase vertical water cool submersible pump set with discharge1800/2200Lit./Hour & a head-55/70mtr.of reputed make (C.R.I./K.S.B./Texmoor Equivelent) Including cost conveyance and taxes etc. all completes as per P.H. Specification and direction of E.I.C. |
| 111 | Supplying all labour,T&P and fitting and fixing of 1.00 HP Single phase vetrical Submersible Pump Set with commissioning and testing etc.all complete as per direction of E.I.C. |
| 112 | Supplying fitting and fixing of ISI mark DOL Starter of reputed make like BCH or equivalent for 1.00 HP Single Phase Submersible Pump including all cost,conveyance of all taxes etc all complete as per direction of the E.I.C. |
| 113 | Supplying all materials labour T& P and fitting & fixing of 1.5mm2 3core copper flat suitable cable having I.S.I. mark of reputed company like B.C.H./ Finolex or equivalent & connecting the pump starter including cost conveyance & taxes etc. all completes as per P.H. Specification and direction of E.I.C. |
| 114 | Supplying all materials labour T& P and fitting & fixing plastic rope with MS well cover, M.S. Clamp,stainless steel short piece, Bend & socket, union including all cost conveyance & taxes etc. all completes as per P.H. Specification direction of E.I.C. |
| 115 | Supplying all materials labour T& P and fitting & fixing of H.D.P.E. pipes and pipe fittings with making connection to pump set including all cost conveyance & taxes etc. all completes as per P.H. Specification direction of E.I.C. (a) 32mm dia H.D.P.E. Pipe |
| 116 | Supplying and fitting and fixing of deep well India Mark-II hand pump with cast iron cylinder,12mm to 16mm dia Connecting rod made with bright bar of 12mm dia mtr and 32mm dia G.I.Pipe 3.0mtr long with required depth with end of socket of approved rate as per the direction of E.I.C. |
| 117 | Supplying all materials labour T& P and construction of tube well platform as per UNICEF drawing and design etc. all complete as per specification and direction of E.I.C |
| 118 | Supplying all materials labour T& P and construction of platform drain as per UNICEF design etc. all complete as per specification and direction of E.I.C |
| 119 | Supplying all materials, labour, T&P and constructing soakway pit of the following size with precast R.C.C rings joined loose gravel backing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C. (a) 0.91m dia x 2.10m deep soak pit |
| 120 | Labour for drilling and 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 as required suit the site condition as per the direction of E.I.C. including use of own rigs with its accessories , tools & plants and consumable etc. for lowering of 125mm dia. P.V.C. pipes for housing fitted with sockets with or the necessity for soft , medium , hard and boulderwith out well screen as per formation (G.I/P.V.C.)casing pipes if required to prevent collapse over burden is to be provided by the contractor including lowrering and withdrawing after completion of the tubles as per direction of E.I.C.(a)Drilling of 125mm. dia. Bore o mtr to 30mt |
| 121 | Labour for drilling and 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 as required suit the site condition as per the direction of E.I.C. including use of own rigs with its accessories , tools & plants and consumable etc. for lowering of 125mm dia. P.V.C. pipes for housing fitted with sockets with or the necessity for soft , medium , hard and boulderwith out well screen as per formation (G.I/P.V.C.)casing pipes if required to prevent collapse over burden is to be provided by the contractor including lowrering and withdrawing after completion of the tubles as per direction of E.I.C. (c)Drilling 100mm dia. Bore 30mtr to 70 mtr& above |
| 122 | Lowering the folloing size G.I./ P.V.C. pipes with without slotted pipes as per the necessary from ground level up to 30mtrs. Depth and fitted and fixed up in perfectly vertical position including cutting, and threading pipe and slotted pipe and supply and fixing all jointing materials tools and plants etc. complete and keeping the top plugging tube wells to prevent entry of foreign materials from above (a) Lowring of 200mm dia pipes |
| 123 | Lowering the folloing size G.I./ P.V.C. pipes with without slotted pipes as per the necessary from ground level up to 30mtrs. Depth and fitted and fixed up in perfectly vertical position including cutting, and threading pipe and slotted pipe and supply and fixing all jointing materials tools and plants etc. complete and keeping the top plugging tube wells to prevent entry of foreign materials from above (b) Cost of 200 mm dia P.V.C. casing pipe |
| 124 | .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 E.I.C (a) Developing the tube well |
| 125 | Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C. Initial lift upto 1.5 mtr |
| 126 | Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C. From 1.5 mtr to 3.0 mtr depth |
| 127 | Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C. |
| 128 | Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. |
| 129 | Supplying all materials, labour, T&P and providing Reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. |
| 130 | Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. |
| 131 | Supplying all materials,labour, T&P and providing Brick work with Fly ash Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. |
| 132 | 12mm thick Cement Plaster (1:6) over Brick Masonry finished smooth in Ground Floor |
| 133 | Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. |
| 134 | Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. |
| 135 | Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling them after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. |
| 136 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specifications in Ground Floor |
| 137 | Supplying all materials, labour, T&P and making M.S. Step Iron in 20mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:3:6) etc all complete as per P.H specification and direction of the E.I.C. |
| 138 | Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C. |
| 139 | Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. |
| 140 | Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth including watering, ramming etc all complete as per direction of the E.I.C. |
| 141 | MAIN DB Supply & fixing of 63A TPN Panel board 1. 63A 4P 30KA MCCB with Spreader,rotary handle, and UV relaease(Make- Legrand/Seimens/L&T/C&S-1 No 2. 63A COPPER bus bar- 1set 3.40A 4P MCB-5Nos.(MAKE-HAVELLS/V GUARD/ANCHOR/L&T) 4.SPD(Type1+2,50kA,3P+N)-1No (MAKE-HAVELLS/V GUARD/ANCHOR/L&T) 5.40A DP MCB- 4 nos (MAKE-HAVELLS/V GUARD/ANCHOR/L&T)6.6-32 C Series SP MCB-4 Nos (MAKE-HAVELLS/V GUARD/ANCHOR/L&T) 7. Digital Volt meter & Ameter three phase-1Nos 8. All accesories & Connection (Rating & Danger borad) |
| 142 | Recessed wiring to light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5 Amp,one way modular switch ISI marked and ceiling rose ISI marked mounted on Modular G.I. box having front bakelite cover of suitable size , MS box with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire = Finolex / L & T/ Anchor/ Havels/ V-Guard/ Greatwhite / Polycab) Group A (1.1.1) |
| 143 | -do- .... Group B (1.1.2) |
| 144 | -do- .... Group C (1.1.3) |
| 145 | S/F of 18 SWG Modular metal box of following sizes (Nominal size) in recess with suitable size of Modular base & cover in front including cutting the wall and making good the same in case of recessed conduit as required.2 Modular box with base & cover (1.24.2) |
| 146 | 8 Modular box with base & cover (1.24.5) |
| 147 | 12 Modular box with base & cover (1.24.6) |
| 148 | S/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board (1.25.1+1.25.4) |
| 149 | S/F of extension board of 4 modular Metal box with modular base & cover in recess including providing and fixing of 3pin 5/6amp modular socket out let & 5/6 amp piano type modular switch, connection, painting etc as required. (1.25.1+1.25.4)+4 MODULE BOX |
| 150 | S/F of 6 Modular GI box in recess with suitable size of Modular base cover in front including providing and fixing 2 nos 3 pin 5/6 amp. Modular Socket out let & 5/6amp. Modular type switch,connection,painting etc. as required.(2X1.25.1+2X1.25.4)+6 MODULE |
| 151 | S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required (1.25.3+1.25.5)+4 MODULE BOX |
| 152 | S/F of computer board (Modular Type) consisting of 3 nos. of 5 amp plug and switch and 6 amp MCB, Indicator complete with wiring on 12 module M.S.box with B.k.cover(1.24.6 + 3 x (1.25.1+ 1.25.4) + 2.6.1)+Indicator |
| 153 | Wiring for circuit I sub main wiring alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS- 694/1990 in 20mm dia non metalic heavy duty flexible conduit 1.6mm in recessed PVC conduit as required ( Make of wire- Finolex/ / Anchor/ Havels/ V-guard / HPL / L&T / Gratewhite / Polycab). -do- 2x1.5sqmm +1x1.5sqmm ( 1.8.1 ) |
| 154 | -do-2x2.5sqmm +1x1.5sqmm ( 1.8.2 ) |
| 155 | -do- 2x4sqmm +1x1.5sqmm ( 1.8.3 ) |
| 156 | -do- 4x6sqmm +2x2.5sqmm ( 1.8.10 ) |
| 157 | S/Fof 'c' series SP MCB of 5A to 32 Amp rating 240Volt \\"B\\" series MCB for lighting and other loads in the existing MCB Distribution board ISI marked complete with connection, testing and commissioning etc. as required single pole (SP)(2.6.1) (MAKE-hAVELLS/ANCHOR/L&T/V GUARD) |
| 158 | S/F of 6 way (6+18) TPN MCB DB double door (MAKE-HAVELLS/ANCHOR/L&T/V GUARD) |
| 159 | S/F of 63A FOUR POLE MCB C Type (MAKE-hAVELLS/ANCHOR/L&T/V GUARD) |
| 160 | S/F of batten holder BK angle holder ISI marked including connection etc instead of ceiling rose (Make: Cona / Anchor / Havells / Greatwhite / Preeti / HPL) (1.29-1.28) |
| 161 | Earthing with G.I. earth pipe 3 metre long 40 mm dia ISI marked including accessories and providing masonary enclosure with cover plate having locking arragement and watering pipe etc. with charcoal and salt as required.(3.2) |
| 162 | Supply and laying 6 SWG G.I wire in recess for loop earthing as required ( 3.17) |
| 163 | S/F of 1200mm A.C. Ceiling fan(5star) BLDC with all accessories and connections with out fan regulator (Make:Usha-Energia32/Crompton-Energino HS/Havells-Efficiencia DX/Anchor-Eco Breeze Urban/Orient-Ecotech Supreme/Pollycab-Affeciente Neo) |
| 164 | S/F of electric step ceiling fan regulater in existing switch box including connection with 1.5sqmm FR PVC insulated single core multistrand copper conductor earthing the regulator as required.(1.38) |
| 165 | S/F of Fan hok S'type made of 16mm MS rod as per specificationn |
| 166 | S/F of 60 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells ) |
| 167 | S/F of 18-25 watt LED Tube light fitting compoete with all connection.\ including fixing and all accessories as per direction of Engineer-In-charge (Make: Havels / Phillps / Crompton / Polycab / HPL) |
| 168 | Supply of instalation, Testing commissioning of 13 Watt. LED bulb( Make- Crompton/Phillips/HPL/Polycab/Havells ) |
| 169 | S/F of 300 Exhaust fan with all accessoriesand connections (Make Usha-Aero Clean Plus DBB/ Polycab-Fresh on DBB/ Cropmton-Trans Air12\\" reversible/ Havells-Ventil Air DS(HS)/ Anchor-Anmol Delus R/ Orient-Power Flow DBB) |
| 170 | S/F of 400mm Wall fan with all accessories and connections (Make-Usha-Maxx Air Ultra/Polycab-Arey HS/Cropmton-WM Hiflowave/ Havells-Accelero HS/ Anchor-Altrix HS- OWH/ Orient-Wall43/ Great White-WYNO WF ) |
| 171 | S/F of 2000 VA Inverter with 2 nos. 150 Ah Tubular battery including trally arrangement (Make: Microtake/ Luminous/Exide) |
| 172 | wiring to sub main with 1*1.5 mm2 single core multi strand copper wire for inverter wiring (1x1.5mm) ( Make of wire = Finollex / L & T/ Anchor/ Havels/ V-Guard/ Greatwhite / Polycab) |
| 173 | Provn. of 3 1/2 x 25 sqmm Armoured Cable with all connections(24) |
| 174 | Laying of 25sq mm. 3½ Core cable on surface(5.5.2) |
| 175 | Laying of 25sq mm. 3½ Core cable in ground(5.1.2) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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