Tender For Infrastructure Development Of Construction Repair And Renovation Of Sohela Collage Building At Sohela Under Pm-Usha In The District Of Bargarh For The Year 2025-26
Tender Value
3.20 Crore
Estimated cost
Bid Submission
06 Oct 2026
12 days left
EMD
3.20 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
Bargarh → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Infrastructure Development Of Construction Repair And Renovation Of Sohela Collage Building At Sohela Under Pm-Usha In The District Of Bargarh 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. HOSTEL BUILDING Ground Floor |
| 2 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 3 | Excavation of foundation in ordinary soil within 50m. initial lead and 1.5m. extra lift over initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm. and laying in layer etc. complete in all respect as per specification and direction of Engineer-in-charge. HOSTEL BUILDING Ground Floor |
| 4 | Excavation of foundation in ordinary soil within 50m. initial lead and 1.5m. extra lift over initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm. and laying in layer etc. complete in all respect as per specification and direction of Engineer-in-charge. ADMINSTRATIVE BUILDING Ground Floor |
| 5 | Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and plinth & ditches works and ordinary earth work in general.1st Extra loft of 1.5m(up to 7.5m) HOSTEL BUILDING Ground Floor |
| 6 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm 9 inch thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer in charge. HOSTEL BUILDING Ground Floor |
| 7 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm 9 inch thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer in charge. ADMINSTRATIVE BUILDING Ground Floor |
| 8 | 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 HOSTEL BUILDING Ground Floor |
| 9 | 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 ADMINSTRATIVE BUILDING Ground Floor |
| 10 | Carriage of excavated earth by mechanical means within 5 KM lead HOSTEL BUILDING Ground Floor |
| 11 | 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. HOSTEL BUILDING Ground Floor |
| 12 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 13 | 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. HOSTEL BUILDING Ground Floor |
| 14 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 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 A) COLUMN BASE FOOTING HOSTEL BUILDING Ground Floor |
| 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 A) COLUMN BASE FOOTING ADMINSTRATIVE BUILDING Ground Floor |
| 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 B) COLUMN SUPER STRUCTURE HOSTEL BUILDING Ground Floor |
| 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 B) COLUMN SUPER STRUCTURE HOSTEL BUILDING First Floor |
| 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 B) COLUMN SUPER STRUCTURE HOSTEL BUILDING Head Room |
| 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 B) COLUMN SUPER STRUCTURE ADMINSTRATIVE BUILDING Ground Floor |
| 21 | 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 B) COLUMN SUPER STRUCTURE ADMINSTRATIVE BUILDING First Floor |
| 22 | 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 C) PLINTH BEAM HOSTEL BUILDING Ground Floor |
| 23 | 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 C) PLINTH BEAM ADMINSTRATIVE BUILDING Ground Floor |
| 24 | 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 D) LINTEL & RCC SILL BAND HOSTEL BUILDING Ground Floor |
| 25 | 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 D) LINTEL & RCC SILL BAND HOSTEL BUILDING First Floor |
| 26 | 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 D) LINTEL & RCC SILL BAND ADMINSTRATIVE BUILDING Ground Floor |
| 27 | 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 D) LINTEL & RCC SILL BAND ADMINSTRATIVE BUILDING First Floor |
| 28 | 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 I) ROOF BEAM HOSTEL BUILDING Ground Floor |
| 29 | 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 I) ROOF BEAM HOSTEL BUILDING First Floor |
| 30 | 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 I) ROOF BEAM HOSTEL BUILDING Head Room |
| 31 | 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 I) ROOF BEAM ADMINSTRATIVE BUILDING Ground Floor |
| 32 | 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 I) ROOF BEAM ADMINSTRATIVE BUILDING First Floor |
| 33 | 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 G) CHAJJA HOSTEL BUILDING Ground Floor |
| 34 | 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 G) CHAJJA HOSTEL BUILDING First Floor |
| 35 | 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 G) CHAJJA ADMINSTRATIVE BUILDING Ground Floor |
| 36 | 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 G) CHAJJA ADMINSTRATIVE BUILDING First Floor |
| 37 | 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 H) STAIRCASE HOSTEL BUILDING Ground Floor |
| 38 | 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 H) STAIRCASE HOSTEL BUILDING First Floor |
| 39 | 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 H) STAIRCASE ADMINSTRATIVE BUILDING Ground Floor |
| 40 | 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 H) STAIRCASE ADMINSTRATIVE BUILDING First Floor |
| 41 | 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 I) ROOF SLAB HOSTEL BUILDING Ground Floor |
| 42 | 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 I) ROOF SLAB HOSTEL BUILDING First Floor |
| 43 | 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 I) ROOF SLAB HOSTEL BUILDING Head Room |
| 44 | 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 I) ROOF SLAB ADMINSTRATIVE BUILDING Ground Floor |
| 45 | 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 I) ROOF SLAB ADMINSTRATIVE BUILDING First Floor |
| 46 | 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. HOSTEL BUILDING Ground Floor |
| 47 | 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. HOSTEL BUILDING First Floor |
| 48 | 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. HOSTEL BUILDING Head Room |
| 49 | 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 ADMINSTRATIVE BUILDING Ground Floor |
| 50 | 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 ADMINSTRATIVE BUILDING First Floor |
| 51 | Brick work with Flyash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, etc complete as per the direction of E.I.C. HOSTEL BUILDING Ground Floor |
| 52 | Brick work with Flyash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, etc complete as per the direction of E.I.C ADMINSTRATIVE BUILDING Ground Floor |
| 53 | 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. HOSTEL BUILDING Ground Floor |
| 54 | 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. HOSTEL BUILDING First Floor |
| 55 | 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. HOSTEL BUILDING Head Room |
| 56 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 57 | 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. ADMINSTRATIVE BUILDING First Floor |
| 58 | 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. HOSTEL BUILDING Ground Floor |
| 59 | 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. HOSTEL BUILDING First Floor |
| 60 | 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 ADMINSTRATIVE BUILDING Ground Floor |
| 61 | 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 ADMINSTRATIVE BUILDING First Floor |
| 62 | Brick masonry in C.M ( 1:6 ) using Fly ash Bricks of approved size of 25x 12 x 8 cm in Superstructure including splays cutting , circular moulding etc complete . REPAIR & RENOVATION WORK Ground Floor |
| 63 | Brick masonry in C.M ( 1:6 ) using Fly ash Bricks of approved size of 25x 12 x 8 cm in Superstructure including splays cutting , circular moulding etc complete . REPAIR & RENOVATION WORK Head Room |
| 64 | 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. HOSTEL BUILDING Ground Floor |
| 65 | 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. HOSTEL BUILDING First Floor |
| 66 | 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. HOSTEL BUILDING Terrace Floor |
| 67 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 68 | 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. ADMINSTRATIVE BUILDING First Floor |
| 69 | 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 REPAIR & RENOVATION WORK Ground Floor |
| 70 | 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 REPAIR & RENOVATION WORK Head Room |
| 71 | 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. HOSTEL BUILDING Ground Floor |
| 72 | 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. HOSTEL BUILDING First Floor |
| 73 | 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. HOSTEL BUILDING Terrace Floor |
| 74 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 75 | 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. ADMINSTRATIVE BUILDING First Floor |
| 76 | 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. REPAIR & RENOVATION WORK Ground Floor |
| 77 | 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. REPAIR & RENOVATION WORK First Floor |
| 78 | 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. REPAIR & RENOVATION WORK Head Room |
| 79 | 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. HOSTEL BUILDING Ground Floor |
| 80 | 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. HOSTEL BUILDING First Floor |
| 81 | 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. HOSTEL BUILDING Terrace Floor |
| 82 | Supplying, fitting and fixing vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 15622-2006 (Group-B) of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ KAJARIA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge.HOSTEL BUILDING Ground Floor |
| 83 | Supplying, fitting and fixing vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 15622-2006 (Group-B) of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ KAJARIA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge.HOSTEL BUILDING First Floor |
| 84 | Supplying, fitting and fixing vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 15622-2006 (Group-B) of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ KAJARIA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge ADMINSTRATIVE BUILDING Ground Floor |
| 85 | Supplying, fitting and fixing vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 15622-2006 (Group-B) of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ KAJARIA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge ADMINSTRATIVE BUILDING First Floor |
| 86 | Supplying, fitting and fixing vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 15622-2006 (Group-B) of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ KAJARIA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge REPAIR & RENOVATION WORK Ground Floor |
| 87 | Supplying, fitting and fixing vetrified tiles of premium grade having thickness 8mm to 10mm confirming to IS 15622-2006 (Group-B) of size 600mm x 600mm Color / Printed series (Homogenous) of approved make (JOHNSON /OASIS / SOMANY/ KAJARIA or equivalent ) in floors on 20mm thick bed of C.M. (1:4) (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, taxes, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge REPAIR & RENOVATION WORK First Floor |
| 88 | Providing vitrified tile flooring using Vitrified tiles of having thickness of 8 to 10mm conforming to IS 13756 of 600mmX600mm colour/printed series (homogeneous) of approved quality,colour or equivalent in dados & skirting on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with required quantities of pigments of approved marks 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,sundries,T & P required for the work complete in all respect as directed by the Engineer-in-charge. HOSTEL BUILDING Ground Floor |
| 89 | Providing vitrified tile flooring using Vitrified tiles of having thickness of 8 to 10mm conforming to IS 13756 of 600mmX600mm colour/printed series (homogeneous) of approved quality,colour or equivalent in dados & skirting on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with required quantities of pigments of approved marks 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,sundries,T & P required for the work complete in all respect as directed by the Engineer-in-charge. HOSTEL BUILDING First Floor |
| 90 | Providing vitrified tile flooring using Vitrified tiles of having thickness of 8 to 10mm conforming to IS 13756 of 600mmX600mm colour/printed series (homogeneous) of approved quality,colour or equivalent in dados & skirting on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with required quantities of pigments of approved marks 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,sundries,T & P required for the work complete in all respect as directed by the Engineer-in-charge. ADMINSTRATIVE BUILDING Ground Floor |
| 91 | Providing vitrified tile flooring using Vitrified tiles of having thickness of 8 to 10mm conforming to IS 13756 of 600mmX600mm colour/printed series (homogeneous) of approved quality,colour or equivalent in dados & skirting on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with required quantities of pigments of approved marks 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,sundries,T & P required for the work complete in all respect as directed by the Engineer-in-charge. ADMINSTRATIVE BUILDING First Floor |
| 92 | Providing vitrified tile flooring using Vitrified tiles of having thickness of 8 to 10mm conforming to IS 13756 of 600mmX600mm colour/printed series (homogeneous) of approved quality,colour or equivalent in dados & skirting on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with required quantities of pigments of approved marks 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,sundries,T & P required for the work complete in all respect as directed by the Engineer-in-charge. REPAIR & RENOVATION WORK Ground Floor |
| 93 | Providing vitrified tile flooring using Vitrified tiles of having thickness of 8 to 10mm conforming to IS 13756 of 600mmX600mm colour/printed series (homogeneous) of approved quality,colour or equivalent in dados & skirting on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with required quantities of pigments of approved marks 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,sundries,T & P required for the work complete in all respect as directed by the Engineer-in-charge. REPAIR & RENOVATION WORK First Floor |
| 94 | 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 HOSTEL BUILDING Ground Floor |
| 95 | Supplying, fitting & fixing of Industrial vitrified tiles (30x30)cm 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 REPAIR & RENOVATION WORK Ground Floor |
| 96 | Fixing granite tiles of approved dimension area above 0.1 up to 0.4 sqm (10mm thick) in Dados, treads of steps and landing on 12mm thick cement mortar (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge. ADMINSTRATIVE BUILDING Ground Floor |
| 97 | Fixing granite tiles of approved dimension area above 0.1 up to 0.4 sqm (10mm thick) in Dados, treads of steps and landing on 12mm thick cement mortar (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. complete with cost, conveyance, royalties and taxes of all materials complete in all respects as per direction of Engineer-in-Charge. ADMINSTRATIVE BUILDING First Floor |
| 98 | Supplying, fitting & fixing of Granite Tiles of minimum Above 0.40 sqm. (20mm thick) of approved make in floors laid on 20 mm thick cement mortar (1:4) 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 HOSTEL BUILDING Ground Floor |
| 99 | Supplying, fitting & fixing of Granite Tiles of minimum Above 0.40 sqm. (20mm thick) of approved make in floors laid on 20 mm thick cement mortar (1:4) 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 HOSTEL BUILDING First Floor |
| 100 | Supplying, fitting & fixing of Granite Tiles of minimum Above 0.40 sqm. (20mm thick) of approved make in floors laid on 20 mm thick cement mortar (1:4) 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 ADMINSTRATIVE BUILDING Ground Floor |
| 101 | Supplying, fitting & fixing of Granite Tiles of minimum Above 0.40 sqm. (20mm thick) of approved make in floors laid on 20 mm thick cement mortar (1:4) 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 ADMINSTRATIVE BUILDING First Floor |
| 102 | Supplying, fitting and fixing of Antiskid Ceramic Floor Tiles in flooring using special plain / printed series Ceramic Floor Tile of premium grade ( having minimum thickness 7 mm to 8 mm & size 300 mm x300 mm, confirming to I.S 13755 of approved quality and shade in floors, treads on steps and landings on 20 m.m thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened & washed sharp river sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments (Tiles are to be immersed in the water for required time before use) of approved make to match the shades of the Ceramic Floor Tiles if required including cost, conveyance, loading, unloading, stacking, royalties , all taxes, cost of all Labour, Labour cess ,Sundries, T&P required for the work , Watering , Curing for required days , cleaning the flooring space manually etc.complete in all respect as directed by the Engineer-in-charge. HOSTEL BUILDING Ground Floor |
| 103 | Supplying, fitting and fixing of Antiskid Ceramic Floor Tiles in flooring using special plain / printed series Ceramic Floor Tile of premium grade ( having minimum thickness 7 mm to 8 mm & size 300 mm x300 mm, confirming to I.S 13755 of approved quality and shade in floors, treads on steps and landings on 20 m.m thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened & washed sharp river sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments (Tiles are to be immersed in the water for required time before use) of approved make to match the shades of the Ceramic Floor Tiles if required including cost, conveyance, loading, unloading, stacking, royalties , all taxes, cost of all Labour, Labour cess ,Sundries, T&P required for the work , Watering , Curing for required days , cleaning the flooring space manually etc.complete in all respect as directed by the Engineer-in-charge ADMINSTRATIVE BUILDING Ground Floor |
| 104 | Supplying, fitting and fixing of Antiskid Ceramic Floor Tiles in flooring using special plain / printed series Ceramic Floor Tile of premium grade ( having minimum thickness 7 mm to 8 mm & size 300 mm x300 mm, confirming to I.S 13755 of approved quality and shade in floors, treads on steps and landings on 20 m.m thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened & washed sharp river sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments (Tiles are to be immersed in the water for required time before use) of approved make to match the shades of the Ceramic Floor Tiles if required including cost, conveyance, loading, unloading, stacking, royalties , all taxes, cost of all Labour, Labour cess ,Sundries, T&P required for the work , Watering , Curing for required days , cleaning the flooring space manually etc.complete in all respect as directed by the Engineer-in-charge ADMINSTRATIVE BUILDING First Floor |
| 105 | Supplying, fitting & fixing of Ceramic wall tiles of premium grade of size(200x300 mm/200x200 mm) having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of steps 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 HOSTEL BUILDING First Floor |
| 106 | Supplying, fitting & fixing of Ceramic wall tiles of premium grade of size(200x300 mm/200x200 mm) having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of steps 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 ADMINSTRATIVE BUILDING Ground Floor |
| 107 | Supplying, fitting & fixing of Ceramic wall tiles of premium grade of size(200x300 mm/200x200 mm) having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of steps 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 ADMINSTRATIVE BUILDING First Floor |
| 108 | Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make 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, of all materials, 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. HOSTEL BUILDING Ground Floor |
| 109 | Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make 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, of all materials, 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. HOSTEL BUILDING First Floor |
| 110 | Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make 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, of all materials, 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. HOSTEL BUILDING Head Room |
| 111 | Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make 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, of all materials, 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. ADMINSTRATIVE BUILDING First Floor |
| 112 | Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make 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, of all materials, 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. REPAIR & RENOVATION WORK First Floor |
| 113 | Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make 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, of all materials, 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. REPAIR & RENOVATION WORK Head Room |
| 114 | Wall painting two coats with Acrylic paint(plastic emulsion) over a coat of primer of approved quality of premium brand & colour at all heights to the interior surface of the wall to make an even finished surface including sand papering, applying putty wherever necessary including cost, conveyance, loading, unloading, stacking, all taxes , cost of all Labour , Labour cess,scaffoldings, staging, sundries,T&P etc. required for the work complete as directed by the Engineer-in-charge. HOSTEL BUILDING First Floor |
| 115 | Wall painting two coats with Acrylic paint(plastic emulsion) over a coat of primer of approved quality of premium brand & colour at all heights to the interior surface of the wall to make an even finished surface including sand papering, applying putty wherever necessary including cost, conveyance, loading, unloading, stacking, all taxes , cost of all Labour , Labour cess,scaffoldings, staging, sundries,T&P etc. required for the work complete as directed by the Engineer-in-charge. HOSTEL BUILDING Head Room |
| 116 | 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, royalities of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. HOSTEL BUILDING Ground Floor |
| 117 | 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, royalities of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. HOSTEL BUILDING First Floor Internal Wall |
| 118 | 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, royalities of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. HOSTEL BUILDING First Floor External Wall |
| 119 | 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, royalities of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. HOSTEL BUILDING Terrace Floor Internal Wall |
| 120 | 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, royalities of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge. HOSTEL BUILDING Terrace Floor External Wall |
| 121 | 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, royalities of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in-charge ADMINSTRATIVE BUILDING Ground Floor |
| 122 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete. HOSTEL BUILDING Ground Floor |
| 123 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete. HOSTEL BUILDING First Floor |
| 124 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete ADMINSTRATIVE BUILDING Ground Floor |
| 125 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete ADMINSTRATIVE BUILDING First Floor |
| 126 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete REPAIR & RENOVATION WORK Ground Floor |
| 127 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete REPAIR & RENOVATION WORK First Floor |
| 128 | Wall Painting two coats with approved Distemper including all labour, materials etc. complete REPAIR & RENOVATION WORK Head Room |
| 129 | Providing fitting fixing of false ceiling with Aluminium anodised T section No.3215 with 2'0\\" center to center, L section No.1705 on 4 walls to be fixed by means of steel screw and P.V.C. plug and the Aluminium grid 2'0\\"x2'0\\" with 9 mm thick Prelaminated particle board (Novapan standard type) (I.S.I.) suspended from ceiling including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-charge REPAIR & RENOVATION WORK Ground Floor |
| 130 | Painting two coats with any approved colour of weather seal coat over a coat of Water Bound Wall cement Primer to out side surface of wall HOSTEL BUILDING First Floor |
| 131 | Painting two coats with any approved colour of weather seal coat over a coat of Water Bound Wall cement Primer to out side surface of wall HOSTEL BUILDING Head Room |
| 132 | Painting two coats with any approved colour of weather seal coat over a coat of Water Bound Wall cement Primer to out side surface of wall ADMINSTRATIVE BUILDING Ground Floor |
| 133 | Painting two coats with any approved colour of weather seal coat over a coat of Water Bound Wall cement Primer to out side surface of wall ADMINSTRATIVE BUILDING First Floor |
| 134 | Finishing wall with Weather coats of approved shade on new work two coats to give even shade including cost, conveyance, taxes with all labour and T&P required for the work etc. complete as per direction of the EIC. HOSTEL BUILDING Ground Floor |
| 135 | Finishing wall with Weather coats of approved shade on new work two coats to give even shade including cost, conveyance, taxes with all labour and T&P required for the work etc. complete as per direction of the EIC. REPAIR & RENOVATION WORK Ground Floor |
| 136 | Supplying and fixing MS doors and windows with M.S. window grills of any approved drawing & design including cost, conveyance and taxes etc. complete. REPAIR & RENOVATION WORK First Floor |
| 137 | Supplying and fixing MS doors and windows with M.S. window grills of any approved drawing & design including cost, conveyance and taxes etc. complete. REPAIR & RENOVATION WORK Head Room |
| 138 | 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. HOSTEL BUILDING Ground Floor |
| 139 | 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. HOSTEL BUILDING First Floor |
| 140 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 141 | 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. ADMINSTRATIVE BUILDING First Floor |
| 142 | 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. REPAIR & RENOVATION WORK First Floor |
| 143 | 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. REPAIR & RENOVATION WORK Head Room |
| 144 | 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. HOSTEL BUILDING Ground Floor |
| 145 | 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. HOSTEL BUILDING First Floor |
| 146 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 147 | 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. ADMINSTRATIVE BUILDING First Floor |
| 148 | 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 REPAIR & RENOVATION WORK Ground Floor |
| 149 | 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 REPAIR & RENOVATION WORK First Floor |
| 150 | Painting two coat with approved synthetic enamel paint to new wood & iron work over a coat of Red oxide including 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. ADMINSTRATIVE BUILDING Ground Floor |
| 151 | Painting two coat with approved synthetic enamel paint to new wood & iron work over a coat of Red oxide including 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. ADMINSTRATIVE BUILDING First Floor |
| 152 | Painting two coat with approved synthetic enamel paint to new wood & iron work over a coat of Red oxide including 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. REPAIR & RENOVATION WORK Ground Floor |
| 153 | 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). HOSTEL BUILDING Ground Floor |
| 154 | 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). HOSTEL BUILDING First Floor |
| 155 | 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). REPAIR & RENOVATION WORK First Floor |
| 156 | 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). REPAIR & RENOVATION WORK Head Room |
| 157 | Painting two coat with approved synthetic enamel paint to new wood 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. ADMINSTRATIVE BUILDING Ground Floor |
| 158 | Painting two coat with approved synthetic enamel paint to new wood 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. ADMINSTRATIVE BUILDING First Floor |
| 159 | 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 HOSTEL BUILDING Ground Floor |
| 160 | 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 HOSTEL BUILDING First Floor |
| 161 | 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 ADMINSTRATIVE BUILDING Ground Floor |
| 162 | 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 ADMINSTRATIVE BUILDING First Floor |
| 163 | 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 HOSTEL BUILDING Ground Floor |
| 164 | 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 HOSTEL BUILDING First Floor |
| 165 | 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 ADMINSTRATIVE BUILDING Ground Floor |
| 166 | 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 ADMINSTRATIVE BUILDING First Floor |
| 167 | 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. HOSTEL BUILDING Ground Floor |
| 168 | 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. HOSTEL BUILDING First Floor |
| 169 | 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. ADMINSTRATIVE BUILDING Ground Floor |
| 170 | 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. ADMINSTRATIVE BUILDING First Floor |
| 171 | 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. REPAIR & RENOVATION WORK Ground Floor |
| 172 | Supplying and Installing of Expoband one Flexible Polyolefin (FPO) membrane system which is designed to be bonded over expansion and movement joints up to 150mm in structures to prevent the passage of water having Elongation at break : 400%,Tensile Strength : 12.5N/mm2 (DIN EN 12311-2 Method B),Water vapour permeability : 2.7g/Sqm/day (DIN EN 1931-Method B). It is bonded in position using two-part epoxy adhesive, Nitobond PC40 as per manufacturer direction after proper fixing of the necessary backup materials as specified and directed by the Engineer In-charge. The item rate shall be including of all kinds of labour, tools & tackle, machineries, lead & lift, mathadi charges, curing, wastages, consumable, cleaning, shifting of debris outside the site premises, surface preparation etc. complete as per design, drawing & instructions of EIC.(make-Myk,Fosroc,Sika) ADMINSTRATIVE BUILDING Ground Floor |
| 173 | Supplying and Installing of Expoband one Flexible Polyolefin (FPO) membrane system which is designed to be bonded over expansion and movement joints up to 150mm in structures to prevent the passage of water having Elongation at break : 400%,Tensile Strength : 12.5N/mm2 (DIN EN 12311-2 Method B),Water vapour permeability : 2.7g/Sqm/day (DIN EN 1931-Method B). It is bonded in position using two-part epoxy adhesive, Nitobond PC40 as per manufacturer direction after proper fixing of the necessary backup materials as specified and directed by the Engineer In-charge. The item rate shall be including of all kinds of labour, tools & tackle, machineries, lead & lift, mathadi charges, curing, wastages, consumable, cleaning, shifting of debris outside the site premises, surface preparation etc. complete as per design, drawing & instructions of EIC.(make-Myk,Fosroc,Sika) ADMINSTRATIVE BUILDING First Floor |
| 174 | Providing 25 mm thick grading concrete (1:2:2) on roof slab with 6.7mm & down grades size hard granite crusher broken chips using 2% water proofing cement compound (Make -sika/fosroc/Equivalent) on new work HOSTEL BUILDING Terrace |
| 175 | Providing 25 mm thick grading concrete (1:2:2) on roof slab with 6.7mm & down grades size hard granite crusher broken chips using 2% water proofing cement compound (Make -sika/fosroc/Equivalent) on new work HOSTEL BUILDING Head Room |
| 176 | Providing 25 mm thick grading concrete (1:2:2) on roof slab with 6.7mm & down grades size hard granite crusher broken chips using 2% water proofing cement compound (Make -sika/fosroc/Equivalent) on new work ADMINSTRATIVE BUILDING First Floor |
| 177 | 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/mm² @ 28dTensile elongation: 60% @ 20°CShore 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) ADMINSTRATIVE BUILDING First Floor |
| 178 | Providing & fixing of side hung door of approved make to be fabricated from roll formed sections made of pre -painted steel (base steel as per IS-513 of 0.60 mm thick \\"D\\" qualiyu, galvanised as per IS-277 with zinc of 120 gm/sqm)with total coated thickness of 0.55 mm slide guide section should be made of o.5 mm stainless steel of 430 grade with paint specification being with primer of 5-7 microns thick & finished paint with polyster paint(Black/Pearlwhite/Chocolate brown) of 12-16 microns along with the alkyd backer at the back of 5-7 microns & sections for external frame bottom & top should be of 79x45 mm external frame sides should be of 69x24 mm, guide for top & bottom should be of 69x26 mm ( stainless steel). section for shutter should be of 26x30 mm, sash bar should be of 23x57 mm .Accessories/gaskets are to be used as per the manufacturer's supply & specifiction like gasket will be made of EPDM . All corner brackets for internal & external are to be made of glass filled nylon. The sections are to be cut to length, joined & assembled by means of corner bracket &frames are fixed to the concrete/ masonry walls by means of self expanding screws &board to be of 9mm pre-laminated with all taxes complete. ADMINSTRATIVE BUILDING First Floor |
| 179 | Internal & External Electrical Work Recessed wiring to light point/fan point/exhaust 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 - Polycab/Finolex/ L&T / Anchor / Havells / V Guard/ KEI/ Great White) Modular Type -do- (Gr.A) (1.1.1-1.24.2) |
| 180 | -do- (Gr.B) (1.1.2-1.24.2) |
| 181 | -do- (Gr.C) (1.1.3-1.24.2) |
| 182 | S/F of M.S. Box for 2 Module 18 swg |
| 183 | S/F of M.S. Box for 4 Module 18 swg |
| 184 | S/F of M.S. Box for 8 Module 18 swg |
| 185 | S/F of M.S. Box for12 Module 18 swg |
| 186 | S/F of 3 pin 5/6 A.F.T switch and.Socket on existing board (Modular type) (1.25.1+1.25.4) |
| 187 | S/Fof 6 module M.S. Box with Bakelite cover (Modular Type) on surface or in recess including providing and fixing of 2 nos 3 pin 5/6 amp. Socket out let 5/6amp. Piano type modular switch,connection,painting etc. as required (1.24.4 +2 x (1.25.1+1.25.4) |
| 188 | S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 6 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required |
| 189 | S/F of A.C.Starter 20Amp with 2 module Box.(Make Havells/Equivalent) |
| 190 | S/F of 15A Socket on 2 module for AC |
| 191 | Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Polycab/Finolex/L&T/Anchor/Havels/V-Guard/KEI/Great White).2x1.5 sqmm + 1 x 1.5 sqmm( 1 .8.1) |
| 192 | -do- 2 x 2.5 sqmm + 1 x 1.5 sqmm (1.8.2) |
| 193 | -do- 2x4 sqmm + 1 x 1.5 sqmm (1.8.3) |
| 194 | -do- 4x10sqmm + 2 x 4 sqmm (1.8.11) |
| 195 | Inverter wiring (1x1.5smm) Copper wire (1.19.1) |
| 196 | S/F of 5 to 32 Amp rating 240 Volt \\"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 (2.6.1) |
| 197 | S/F 100A TPN Bus-Bar with all connection (Make:BENLO & Equivalent) |
| 198 | S/F OF 63A 4POLE MCB C-TYPE (Make:L&T/Equivalent |
| 199 | S/F of 32A rating \\"C\\" Series DP MCB (Make: L&T/Equivalent) |
| 200 | S/F of 4way( 4+12) TPN MCB DB Double door (2.5.5) |
| 201 | S/F of MCB 12Way Double Door (2.3.7) |
| 202 | Provn. of 3 1/2 x 35 sqmm Armoured Cable with all connections(25) |
| 203 | Laying of MV cable above 25sqmm to 120 sqmm in ground(5.1.2) |
| 204 | S/M of end termination of 31/2 X 35 (5.8.21) |
| 205 | S/F of 63A Wall Mounted Pannel board (36\\"x33\\"x10\\") .1). 63a 4P 25KA MCCB-01NO. Icu-100% Ics (Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) with spreader, rotary handle and UV relaease 2)63a Manual change over -01(Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) with Aux Contact Kit, Operating handle kit and out put shorting link. Spreader Link-01 No. 3) 63a 4P AC 10K C-Curve MCB-03 (Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) 4) 40A C-Curve DP DP MCB-03 (Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) 5) SPD type 1+2,50ka 3P+N-01NO. (Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) 6) INSTRUMENT- (i) 3 numbers phase indicating lamp with toggle switch and HRC Fuse-2 SET. 7) (i) 02 SET of digital type multification meter with CT for voltage ,current, Freqency, PF,,THD Indication with RS 485 COMPACTIVITY for bms data. 100A Ext. 8) 100A/5 CTS-6 9) 100A BUSBAR-4.1KG with all materials. |
| 206 | S/F of batten holder BK angle holder ISI marked including connection etc. insulated of ceiling rose(1.29- 1.28) |
| 207 | S/F of Earthingwith GI Pipe 40mm Heavy duty 2.7mtr Electrolyte grade (Cu-ETP) Grade :C 101) coated with Tin and annealed copper plate size 600mmX600mmX3.15mm 10.5kg ,GI funnel covered with wireness duly fabricated and welding with GI Pipe 1 no, Clamp made out of 40X6 mm GI flat- 3 set, fabrication of GI Pipe copper plate and copper flat for a) Perforated hole-18 no. b) threaded hole -12 no., Charcoal 64 kg, common Salt 5 kg, CI hinged top cover 1 no., nut ,bolt and washer -12 sets, Excavation of Earth size 1.35 mm X 0.75mm X 3mm . Construction of Earthing chamber pit size 22\\"x22\\"x18\\"- 3.375 mm |
| 208 | Supply andlaying 8 SWG wire copper loop earthing as required (3.18) |
| 209 | S/F of Fan hook S, Type on ceiling. |
| 210 | S/F of step type modular fan regulator |
| 211 | S/F of 12 Watt. LED bulb. |
| 212 | S/F Call bell/Buzzer ISI marked suitable for DC/AC single Phase 230 volts complete as required.(1.30) |
| 213 | Supply of 180 mm x 100 mm x 60mm deep (1.24.5) for fixing call bell |
| 214 | S/F of 300 exhaust fan with all accessories and connections(Make-Usha-Aero Clean plus DBB/Polycab-Fress on DBB/Cromton-Trans Air12\\" reversible/Havells-Ventil Air DS(HS)/Ancor-Anmol DelusR/Orient-Power Flow DBB |
| 215 | S/F of 1200mm A.C. Ceiling fan (1Star) with all accessories and connections with out fan regulator (Make:Usha-Striker One/Neo/Crompton- highspeed/Havells-Samrat ES/Anchor- Turbo Speed Star/Orient-Summer Breeze Pro/ Great White-ALDOUS/Pollycab-Vital HS) |
| 216 | 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) |
| 217 | S/F of 18 Watt Ceiling Light Recessed Mount or Surface Mount(Round or Square )Type(Make Havells/Crompton/Polycab or Equivalent) |
| 218 | 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 |
| 219 | S/F of 2000 VA/24V Inverter with 2 nos. 180 Ah Tall Tubular battery including trolley arrangement (Make: Microtek/V Guard/ Luminous/Exide) |
| 220 | Supply & Fixing of 60Watt single L.E.D street light fitting with LED & Electrinic driver including all accessories and connections (Make:Crompton/Phillips/HPL/Polycab/Havells) |
| 221 | ADMINISTRATIVE BLOCK-PART-B Recessed wiring to light point/fan point/exhaust 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 - Polycab/Finolex/ L&T / Anchor / Havells / V Guard/ KEI/ Great White) Modular Type -do- (Gr.A) (1.1.1-1.24.2) |
| 222 | -do- (Gr.B) (1.1.2-1.24.2) |
| 223 | -do- (Gr.C) (1.1.3-1.24.2) |
| 224 | S/F of M.S. Box for 2 Module 18 swg |
| 225 | S/F of M.S. Box for 4 Module 18 swg |
| 226 | S/F of M.S. Box for 6 Module 18 swg |
| 227 | S/F of M.S. Box for 8 Module 18 swg |
| 228 | S/F of M.S. Box for12 Module 18 swg |
| 229 | S/F of 3 pin 5/6 A.F.T switch and.Socket on existing board (Modular type) (1.25.1+1.25.4) |
| 230 | S/Fof 6 module M.S. Box with Bakelite cover (Modular Type) on surface or in recess including providing and fixing of 2 nos 3 pin 5/6 amp. Socket out let 5/6amp. Piano type modular switch,connection,painting etc. as required (1.24.4 +2 x (1.25.1+1.25.4) |
| 231 | S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 6 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required |
| 232 | S/F of A.C.Starter 20Amp with 2 module Box.(Make Havells/Equivalent) |
| 233 | S/F of 15A Socket on 2 module for AC |
| 234 | Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Polycab/Finolex/L&T/Anchor/Havels/V-Guard/KEI/Great White).2x1.5 sqmm + 1 x 1.5 sqmm( 1 .8.1) |
| 235 | -do- 2 x 2.5 sqmm + 1 x 1.5 sqmm (1.8.2) |
| 236 | -do- 2x4 sqmm + 1 x 1.5 sqmm (1.8.3) |
| 237 | -do- 4x10sqmm + 2 x 4 sqmm (1.8.11) |
| 238 | Inverter wiring (1x1.5smm) Copper wire (1.19.1) |
| 239 | S/F of 5 to 32 Amp rating 240 Volt \\"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 (2.6.1) |
| 240 | S/F 100A TPN Bus-Bar with all connection (Make:BENLO & Equivalent) |
| 241 | S/F OF 63A 4POLE MCB C-TYPE (Make:L&T/Equivalent |
| 242 | S/F of 32A rating \\"C\\" Series DP MCB (Make: L&T/Equivalent) |
| 243 | S/F of 4way( 4+12) TPN MCB DB Double door (2.5.5) |
| 244 | S/F of MCB 12Way Double Door (2.3.7) |
| 245 | S/F of MCB 8 Way Double Door (2.3.5) |
| 246 | Provn. of 3 1/2 x 35 sqmm Armoured Cable with all connections(25) |
| 247 | Laying of MV cable above 25sqmm to 120 sqmm in ground(5.1.2) |
| 248 | S/M of end termination of 31/2 X 35 (5.8.21) |
| 249 | S/F of 63A Wall Mounted Pannel board (36\\"x33\\"x10\\") .1). 63a 4P 25KA MCCB-01NO. Icu-100% Ics (Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) with spreader, rotary handle and UV relaease 2)63a Manual change over -01(Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) with Aux Contact Kit, Operating handle kit and out put shorting link. Spreader Link-01 No. 3) 63a 4P AC 10K C-Curve MCB-03 (Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) 4) 40A C-Curve DP DP MCB-03 (Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) 5) SPD type 1+2,50ka 3P+N-01NO. (Make-ABB/SIEMENS/SHNEIDER/LEGRAND/L&T ) 6) INSTRUMENT- (i) 3 numbers phase indicating lamp with toggle switch and HRC Fuse-2 SET. 7) (i) 02 SET of digital type multification meter with CT for voltage ,current, Freqency, PF,,THD Indication with RS 485 COMPACTIVITY for bms data. 100A Ext. 8) 100A/5 CTS-6 9) 100A BUSBAR-4.1KG with all materials. |
| 250 | S/F of batten holder BK angle holder ISI marked including connection etc. insulated of ceiling rose(1.29- 1.28) |
| 251 | S/F of Earthingwith GI Pipe 40mm Heavy duty 2.7mtr Electrolyte grade (Cu-ETP) Grade :C 101) coated with Tin and annealed copper plate size 600mmX600mmX3.15mm 10.5kg ,GI funnel covered with wireness duly fabricated and welding with GI Pipe 1 no, Clamp made out of 40X6 mm GI flat- 3 set, fabrication of GI Pipe copper plate and copper flat for a) Perforated hole-18 no. b) threaded hole -12 no., Charcoal 64 kg, common Salt 5 kg, CI hinged top cover 1 no., nut ,bolt and washer -12 sets, Excavation of Earth size 1.35 mm X 0.75mm X 3mm . Construction of Earthing chamber pit size 22\\"x22\\"x18\\"- 3.375 mm |
| 252 | Supply andlaying 8 SWG wire copper loop earthing as required (3.18) |
| 253 | S/F of Fan hook S, Type on ceiling. |
| 254 | S/F of step type modular fan regulator |
| 255 | S/F of 12 Watt. LED bulb. |
| 256 | S/F Call bell/Buzzer ISI marked suitable for DC/AC single Phase 230 volts complete as required.(1.30) |
| 257 | Supply of 180 mm x 100 mm x 60mm deep (1.24.5) for fixing call bell |
| 258 | S/F of 300 exhaust fan with all accessories and connections(Make-Usha-Aero Clean plus DBB/Polycab-Fress on DBB/Cromton-Trans Air12\\" reversible/Havells-Ventil Air DS(HS)/Ancor-Anmol DelusR/Orient-Power Flow DBB |
| 259 | S/F of 1200mm A.C. Ceiling fan (1Star) with all accessories and connections with out fan regulator (Make:Usha-Striker One/Neo/Crompton- highspeed/Havells-Samrat ES/Anchor- Turbo Speed Star/Orient-Summer Breeze Pro/ Great White-ALDOUS/Pollycab-Vital HS) |
| 260 | 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) |
| 261 | S/F of 18 Watt Ceiling Light Recessed Mount or Surface Mount(Round or Square )Type(Make Havells/Crompton/Polycab or Equivalent) |
| 262 | S/F of 2000 VA/24V Inverter with 2 nos. 180 Ah Tall Tubular battery including trolley arrangement (Make: Microtek/V Guard/ Luminous/Exide) |
| 263 | Supply & Fixing of 60 Watt single L.E.D street light fitting with LED & Electrinic driver including all accessories and connections (Make:Crompton/Phillips/HPL/Polycab/Havells) |
| 264 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C.(a)110mm dia.U-PVC SWR pipes |
| 265 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C110mm dia.U-PVC P-trap |
| 266 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C110mm dia.PVC SWR door bend |
| 267 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C110mm dia.U-PVC SWR Double junction door |
| 268 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C110mm dia.U-PVC SWR Single junction door |
| 269 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C110mm dia.U-PVC SWR Offset |
| 270 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C110mm dia.U-PVC SWR plain bend |
| 271 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C110mm dia.U-PVC SWR vent cowl |
| 272 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C125mm dia CP greatings |
| 273 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C75mm dia.U-PVC SWR pipes |
| 274 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C75mm dia.PVC SWR plain bend |
| 275 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C75mm dia.PVC SWR door bend |
| 276 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C75x75x75mm PVC SWR double Junction door |
| 277 | P.H. & Internal Sanitary Work Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C75mm PVC SWR single equal door Tee |
| 278 | Supplying all materials,labour,T&P cutting holes through brick/stone masonry works including making good the damages in cm(1:4)for taking HCI/PVC pipe & fitting etc. all complete as per PH specification and direction of E.I.C.(b)250mm thick wall |
| 279 | Supplying all materials,labour,T&P and fixing water closet,squatting pan (Indian type W.C pan/Orissa pattern squatting pan)duly embedded in cc(1:5:10)using 4cm size hard granite metal including fixing a pair of vitreous china 250mmx130mmx30mm footrest etc all complete as per specification and direction of the E.I.C.(a)580mm size Orissa pan(Nycer/Cera/Hindware/Parryware) |
| 280 | Supplying all materials,labour,T&P and fixing wash down water closet E.W.C with integral S or P trap to the floor with wooden plug and CP screw including jointing the trap with soil waste pipe in cm 1:1 etc all complete as per specification and direction of the E.I.C.European water closet with S trap plain |
| 281 | Supplying all materials,labour,T&P and fixing of plastic seat cover for EWC with chromium plated brass hinges and rubber buffer etc all complete as per specification and direction of the E.I.C. |
| 282 | Supplying all materials,labour,T&P and fixing wash basin with hole for pillar taps with cast iron or M.S. brackets painted white including cutting holes in walls and good the damages etc. all complete as per specification and direction E.I.C.550mmx400mm size WHB(Neycer/Parrywear/Cerra/Hindware)(Neycer/Parrywear/Cerra/Hindware) |
| 283 | Pedestrial for WHB(Neycer/Parrywear/Cerra/Hindware) |
| 284 | 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 specifications and direction of E.I.C.(a)CP Soap holder |
| 285 | 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 E.I.C. (a)600mmx450mm Mirror |
| 286 | Supplying all materials,labour T&P and fixing standard size glass shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per PH specification and direction of E.I.C.(a)(125x600)mm size glass-shelf |
| 287 | 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 E.I.C.(a)CP towel rail |
| 288 | 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 E.I.C. CP Towel Ring |
| 289 | Supplying all materials,labour T&P and fitting and fixing 10 Ltrs capacity PVC LL flushing cistern with a pair of CI/MS brackets complete with fittings such as syphonic arrangement,15mm nominal size brass/PVC ball valve with polythene float,CP/Brass handle,unions and couplings for connection with inlet,outlet,over flow pipes,32mm dia PVC flushbend,15mm dia PVC connection pipes including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main with etc all complete as per specification and direction of the E.I.C.(a)10 lit PVC L/L Cistern(Parry ware) |
| 290 | Factory made single leaf rigid FRP(alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/Light grey/ Mahogany/Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. |
| 291 | Factory made FRP(alternately called GRP) door frame of size 75mmx100mm fabricated using E-glass Chopped Strand Mat (CSM) U.V stabilised Inopthalic Gelcoat and impregnated with Inopthalic resin. The thickness of the GRP skins shall not be less than 2.00mm. 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 GRP frame shall be provided with wooden reinforcement on six locations for high screw holding capacity for for fixing metallic hold fast and shall be consolidated by filling with medium density foam/plaster of paris with fibre reinforcement, Six numbers 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 door frames 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 pigments complete in all respect as per specification and direction of the E.I.C |
| 292 | Supplying all materials,labour,T&P and fixing porcelain glazed tiles in floors, on 25mm thick bed of cm(1:1) joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. all complete as per specification and direction of the E.I.C.In Ground Floor |
| 293 | Supplying all materials,labour,T&P and fixing porcelain glazed tiles in floors, on 25mm thick bed of cm(1:1) joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. all complete as per specification and direction of the E.I.C In First Floor |
| 294 | Supplying all materials,labour,T&P and fixing porcelain glazed tiles in dados/skirtings on 12mm thick CP(1:3)joined with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing etc. all complete as per direction of the E.I.C.(a)In Ground Floor |
| 295 | Supplying all materials,labour,T&P and fixing porcelain glazed tiles in dados/skirtings on 12mm thick CP(1:3)joined with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing etc. all complete as per direction of the E.I.C In First Floor |
| 296 | Supplying all materials, labour, T&P and providing granite tiles in slab, 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.In Ground Floor & First Floor |
| 297 | Supplying all materials, labour, T&P and providing kodappa slab in floors, treads and landing on 25mm thick bed of cement mortar 1:1 (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete as per direction of the Engineer in charge.In Ground Floor & First Floor |
| 298 | Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the E.I.C.(a) Initial lift up to 1.50m |
| 299 | Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the E.I.C From 1.5m to 3.00m depth |
| 300 | Supplying all materials labour T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to work sitepayment of royalty taxes etc all complete as per direction of E.I.C.ST |
| 301 | Supplying all materials,labour,T&P and providing cc(1:3:6) with 4cm size hard granite metal including watering,curing,conveyance of all materials to worksite,payment of royalty,taxes etc all complete as per specification and direction of the E.I.C.ST |
| 302 | Supplying all materials,labour,T&P and providing cc(1:1.5:3)with 12mm size HG 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.S.T. |
| 303 | Supplying all materials labour T&P and providing brickwork with KB bricks having crushing strength not less than 75kg/cm2 with dimensional tolerance +/-8% including watering,curing conveyance all materials to worksite payment of royality taxes etc. all complete as per specification direction of E.I.C. KB Brickwork in cm(1:4) F&P |
| 304 | Supplying all materials,labour,T&P and providing cement plaster on brick/stone work 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.12mm thick CP in cm(1:3) |
| 305 | Supplying all materials labour T&P and providing cement punning for skirting including watering,curing, conveyance of all materials to worksite,payment of royality,taxes etc. all complete as per specification and direction of E.I.C. |
| 306 | Supplying all materials labour T&P and providing rigid and smooth centering & shuttering for RCC works including falsework and dismantling them after casting including conveyance of all materials to worksite, payment of royality,taxes etc. all complete as per specification and direction of E.I.C. |
| 307 | Supplying all materials labour T&P and providing MS reinforcement for RCC works 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 royality,taxes etc. all complete as per specification and direction of E.I.C. |
| 308 | Supplying all materials labour T&P and providing RCC(1:1.5:3)using 12mm hg chips for RCC works including hoisting,laying,watering,curing,conveyance of all materials to work site,payment of royality, taxes etc. all complete as per specification and direction of E.I.C. |
| 309 | Supplying all materials labour T&P and fixing of RCC baffle wall precast with cc(1:1.5:3)using 12mm bhg chips and fitted to septic tank as per P.H. specification and direction E.I.C. |
| 310 | Supplying all materials labour T&P and Providing cement flush pointing(1:3) to brick masonary including watering,curing,conveyance of all materials to work site etc. all complete as per specification and direction of E.I.C. |
| 311 | 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. |
| 312 | Supplying all materials,labour,T&P and constructing inspection chamber of the following sizes with cc(1:3:6)using 40mm size hg metal on bed,1st class KB Brickwork in cm(1:6)moulding and shaping the channel inside and benching with cc(1:1.5:3)using 12mm size hg chips,12mm thick CP(1:3)with punning to inside,cement flushpointing(1:3)to outside,RCC cover slab in cc(1:1.5:3)using 12mm size h.g. chips with RCC man hole cover,e.w. in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,conveyance of all materials to site,payment of royality,taxes etc. all complete as per approved specification and direction of E.I.C.(a)Inside size500mm x500mm x 460mm |
| 313 | Supplying all materials,labour,T&P and constructing inspection chamber of the following sizes with cc(1:3:6)using 40mm size hg metal on bed,1st class KB Brickwork in cm(1:6)moulding and shaping the channel inside and benching with cc(1:1.5:3)using 12mm size hg chips,12mm thick CP(1:3)with punning to inside,cement flushpointing(1:3)to outside,RCC cover slab in cc(1:1.5:3)using 12mm size h.g. chips with RCC man hole cover,e.w. in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,conveyance of all materials to site,payment of royality,taxes etc. all complete as per approved specification and direction of E.I.C Construction of Gully Trap Chamber (0.25 x 0.25 inside Size) |
| 314 | Supplying all materials,labour,T&P and constructing inspection chamber of the following sizes with cc(1:3:6)using 40mm size hg metal on bed,1st class KB Brickwork in cm(1:6)moulding and shaping the channel inside and benching with cc(1:1.5:3)using 12mm size hg chips,12mm thick CP(1:3)with punning to inside,cement flushpointing(1:3)to outside,RCC cover slab in cc(1:1.5:3)using 12mm size h.g. chips with RCC man hole cover,e.w. in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,conveyance of all materials to site,payment of royality,taxes etc. all complete as per approved specification and direction of E.I.C Bore Protection Chamber |
| 315 | Supplying all materials, labour, T&P and constructing Manhole Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the camber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.CInside Size Manhole Chamber (910mmx910mmx910mm) |
| 316 | Supplying all materials, labour, T&P and laying in trenches PVC SWR soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, earthwork in excavation in trenches in all kinds of soil, refilling the same in a layer of 0.30mtr with watering, ramming and removing of surplus earth, testing the S.W. pipeline etc. all complete as per approved drawing, specification and direction of the E.I.C.110 mm dia PVC pipe line (Haunch top) |
| 317 | Supplying all materials, labour, T&P and laying in trenches PVC SWR soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, earthwork in excavation in trenches in all kinds of soil, refilling the same in a layer of 0.30mtr with watering, ramming and removing of surplus earth, testing the S.W. pipeline etc. all complete as per approved drawing, specification and direction of the E.I.C. 160 mm dia PVC pipe line (Allround ) |
| 318 | 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.Soak way Pit 1.4m dia x 2.00m Deep (Inside Size) |
| 319 | 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 Soak way Pit 1.20m dia x 2.00m Deep (Inside Size) |
| 320 | 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 Soak way Pit 1.0m dia x 2.00m Deep (Inside Size) |
| 321 | Supplying all materials, labour, T&P and construction of masonry staging with providing 1st class K.B. Brick work in C.M.(1:6) of 0.46mtr height in staging, 12 mm cement plaster in C.M (1:6), R.C.C. Beam of 0.25mx0.30mx3.18m in C.C (1:1.5:3) using 12mm size H.G.Chips including centering, shuttering, bending and binding of rod etc 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.(a)2000 lits capacity on the roof of Ground floor |
| 322 | Supplying all material,labour,T&P and Fitting and Fixing of Rotational moulded polythene cylindrical vertical water storage tank conforming to IS:15701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts,including hoisting upto a height of 5mtr above GL & placing the tank in required position including conveyance of all materials to worksite,payment of royalty,taxes etc all complete as per PH specification and direction of the E.I.C.(a)2000 lits capacity on the roof of Ground floor |
| 323 | Supplying all materials,labour,T&P and providing&fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D-1785/89(sch-80)and pipe fittings of the nominal bore with clamps including making good the wall,ceiling and floor all complete as per specification and direction of E.I.C.25mm dia U-PVC Pipe |
| 324 | Supplying all materials,labour,T&P and providing&fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D-1785/89(sch-80)and pipe fittings of the nominal bore with clamps including making good the wall,ceiling and floor all complete as per specification and direction of E.I.C 20mm outer dia U-PVC Pipe |
| 325 | Supplying all materials,labour,T&P and providing&fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D-1785/89(sch-80)and pipe fittings of the nominal bore with clamps including making good the wall,ceiling and floor all complete as per specification and direction of E.I.C 32mm dia U-PVC Pipe |
| 326 | Supplying all materials,labour,T&P and cutting holes for taking G.I/PVC pipes and making good the damages as per the direction of E.I.C.In Ground Floor and First Floor |
| 327 | Supplying all materials,labour,T&P and cutting holes in RCC,floors,roof,etc.upto 19cm thick for passing GI/PVC pipes and fitting etc. and repairing the holes after insertion of pipes etc. with cc(1:2:4)including finishing complete so as to make it leak proof as per direction of E.I.C.In Ground Floor and First Floor |
| 328 | Supplying all materials,labour,T&P and cutting grooves in pucca floor and walls for taking G.I/PVC pipes and making good the damages as per the direction of E.I.C.In Ground Floor and First Floor |
| 329 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C.(Jaquar make) )(a)(b)15mm dia CP(LB) Bib cock |
| 330 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 15mm dia CP Two way Bib cock |
| 331 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 15mm dia CP Angle stop cock |
| 332 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 15mm dia CP Pillar Cock |
| 333 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 15mm dia CP concealed stop cock |
| 334 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 15mm dia Health Faucet & 1.0m long Flexible pipe |
| 335 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 25mm dia PVC F.W.V. |
| 336 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 32mm dia PVC F.W.V. |
| 337 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 15mm dia CP Flange |
| 338 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C 15mm dia CP revolving shower |
| 339 | Supplying all materials,labour,T&P and fitting and fixing of ISI mark 1.0HP single phase vertical water cool submersible pump set with discharge 1800/2200Lit/Hour & a head-55/70mtr.of reputed make(CRI/ KSB/Texmoor Equivelent) Including cost conveyance and taxes etc. all completes as per P.H. Specification and direction of E.I.C. |
| 340 | Supplying all materials,labour,T&P and fitting&fixing of 1.0HP single phase vertical submersible pump set with commissioning and testing etc. all completes as per P.H. Specification and direction of E.I.C. |
| 341 | Supplying all materials,labour,T&P and fitting & fixing of ISI mark DOL starter of reputed make like BCH or equivalent for 1.0HP single phase vertical submersible pump set including all cost conveyance & taxes etc. all completes as per P.H. Specification and direction of E.I.C. |
| 342 | Supplying all materials,labour,T&P and fitting & fixing of (2.5mm)2 3core copper flat suitable cable having ISI mark of reputed company like BCH/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. |
| 343 | Supplying fitting and fixing of steel rope MS well cover,MS clamp,stainless steel short piece,bend & socket including all cost,taxes etc all complete as perdirection of the E.I.C. |
| 344 | Supplying fitting and fixing of HDPE Pipes & pipe fittings with making connection to pump set including all cost conveyance and taxes etc all complete as per direction of the E.I.C. |
| 345 | Supplying all materials, labour, T&P and providing fitting and fixing Aquaguard PRO Thermapure 120 PSS RO ACH which gives you Hot,Cold & Ambient purified water.Aquaguard PEO Thermapure 120 PSS RO has built-in-3 stage combinations,Tank Capacity 120Ltr.,Cold Water-80 Ltrs,Hot water-20 Ltrs.,Ambient water-2- Ltrs.,Cooling capacity-60 LPH,Refrigerant-HFC R134a,Cold water temperature-15 Deg.C+/-1*,Heating coil wattage-2000W,Hot water temperature-50 Deg C+/-1,Thermal insulation-PUF,No of Faucets-1 Hot,1 Cold,1 Ambient,Tank,front panel and drain tray MOC-SS304,Other body panels-Powder coated CRCA Steel,No of filtration stages-7,RO Capacity-50 LPH*,RORecovery%-50%*,TDS Reject-90%*,Dimentions(WxDxH)cm-75x72x144,Net weight-92 Kg.etc.all complete as per direction of the Engineer-in-charge. |
| 346 | 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 rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation(G.I/P.V.C/M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only.Drilling of 200mm. dia. Bore-0.00mtr to 50mtr and above |
| 347 | 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 rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation(G.I/P.V.C/M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only Drilling 150mm dia. Bore-50mtr to 100.00mtr and above |
| 348 | Labour for lowering the following size of PVC casing pipes with or without slotted pipes as per necessity from ground level upto 300 mtrs depth and fitted and set up in perfectly vertical position including cutting and threading of blank pipes and slotted pipes and supplyinging and fixing of all jointing materials ,extra sockets and T&P etc. all complete and keeping the top of casing pipe threaded including plugging the tubewell to prevent entry of foreign materials.Lowring of 200mm dia pipes-0.00mtr to 50.00mtr |
| 349 | Cost of 200mm dia PVC casing pipes-0.00m to 50.60m |
| 350 | Cleaning&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. |
| 351 | FOR REPAIR & RENOVATION OF EXISTING INFRASTRUCTURE- Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C.(a)110mm dia.U-PVC SWR pipes |
| 352 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 110mm dia.U-PVC P-trap |
| 353 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 110mm dia.PVC SWR door bend |
| 354 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 110mm dia.U-PVC SWR Double junction door |
| 355 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 110mm dia.U-PVC SWR Single junction door |
| 356 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 110mm dia.U-PVC SWR Offset |
| 357 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 110mm dia.U-PVC SWR plain bend |
| 358 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 110mm dia.U-PVC SWR vent cowl |
| 359 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 125mm dia CP greatings |
| 360 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 75mm dia.U-PVC SWR pipes |
| 361 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 75mm dia.PVC SWR plain bend |
| 362 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 75mm dia.PVC SWR door bend |
| 363 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 75x75x75mm PVC SWR double Junction door |
| 364 | Supplying all materials,labour,T&P and fitting & fixing of 4.0 kgf/cm2 U-PVC soil waste ventilating pipes and fitting of the following O.D conforming to ISI No.13592/1992 to walls with nails bobbins and wooden plugs or earth work in excavation in all kinds of soil for laying in trenche including jointing with supply of approved rubber lubricant by non-heat application method/as per manufactures specification including tasting and refilling and trenches as per direction of E.I.C 75mm PVC SWR single equal door Tee |
| 365 | Supplying all materials,labour,T&P cutting holes through brick/stone masonry works including making good the damages in cm(1:4)for taking HCI/PVC pipe & fitting etc. all complete as per PH specification and direction of E.I.C.(b)250mm thick wall |
| 366 | Supplying all materials,labour,T&P and fixing water closet,squatting pan (Indian type W.C pan/Orissa pattern squatting pan)duly embedded in cc(1:5:10)using 4cm size hard granite metal including fixing a pair of vitreous china 250mmx130mmx30mm footrest etc all complete as per specification and direction of the E.I.C.(a)580mm size Orissa pan(Nycer/Cera/Hindware/Parryware) |
| 367 | Supplying all materials,labour,T&P and fixing wash down water closet E.W.C with integral S or P trap to the floor with wooden plug and CP screw including jointing the trap with soil waste pipe in cm1:1etc all complete as per specification and direction of the E.I.C.European water closet with S trap plain |
| 368 | Supplying all materials,labour,T&P and fixing of plastic seat cover for EWC with chromium plated brass hinges and rubber buffer etc all complete as per specification and direction of the E.I.C. |
| 369 | Supplying all materials,labour,T&P and fixing wash basin with hole for pillar taps with cast iron or M.S. brackets painted white including cutting holes in walls and good the damages etc. all complete as per specification and direction E.I.C.550mmx400mm size WHB(Neycer/Parrywear/Cerra/Hindware)(Neycer/Parrywear/Cerra/Hindware) |
| 370 | 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 specifications and direction of E.I.C.(a)CP Soap holder |
| 371 | 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 E.I.C. (a)600mmx450mm Mirror |
| 372 | Supplying all materials,labour T&P and fixing standard size glass shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per PH specification and direction of E.I.C.(a)(125x600)mm size glass-shelf |
| 373 | 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 E.I.C.(a)CP towel rail |
| 374 | 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 E.I.C CP Towel Ring |
| 375 | Supplying all materials,labour T&P and fitting and fixing 10 Ltrs capacity PVC LL flushing cistern with a pair of CI/MS brackets complete with fittings such as syphonic arrangement,15mm nominal size brass/PVC ball valve with polythene float,CP/Brass handle,unions and couplings for connection with inlet,outlet,over flow pipes,32mm dia PVC flushbend,15mm dia PVC connection pipes including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main with etc all complete as per specification and direction of the E.I.C.(a)10 lit PVC L/L Cistern(Parry ware) |
| 376 | Factory made single leaf rigid FRP(alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/Light grey/ Mahogany/Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. |
| 377 | Factory made FRP(alternately called GRP) door frame of size 75mmx100mm fabricated using E-glass Chopped Strand Mat (CSM) U.V stabilised Inopthalic Gelcoat and impregnated with Inopthalic resin. The thickness of the GRP skins shall not be less than 2.00mm. 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 GRP frame shall be provided with wooden reinforcement on six locations for high screw holding capacity for for fixing metallic hold fast and shall be consolidated by filling with medium density foam/plaster of paris with fibre reinforcement, Six numbers 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 door frames 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 pigments complete in all respect as per specification and direction of the E.I.C |
| 378 | Supplying all materials,labour,T&P and fixing porcelain glazed tiles in floors, on 25mm thick bed of cm(1:1) joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. all complete as per specification and direction of the E.I.C.In Ground Floor |
| 379 | In First Floor |
| 380 | Supplying all materials,labour,T&P and fixing porcelain glazed tiles in dados/skirtings on 12mm thick CP(1:3)joined with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing etc. all complete as per direction of the E.I.C.(a)In Ground Floor |
| 381 | In First Floor |
| 382 | Supplying all materials, labour, T&P and providing granite tiles in slab, 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.In Ground Floor & First Floor |
| 383 | Supplying all materials, labour, T&P and providing kodappa slab in floors, treads and landing on 25mm thick bed of cement mortar 1:1 (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete as per direction of the Engineer in charge.In Ground Floor & First Floor |
| 384 | SEPTIC TANK REPAIR- Supplying all materials labour T&P and providing brickwork with KB bricks having crushing strength not less than 75kg/cm2 with dimensional tolerance +/-8% including watering,curing conveyance all materials to worksite payment of royality taxes etc. all complete as per specification direction of E.I.C. KB Brickwork in cm(1:4) F&P |
| 385 | Supplying all materials,labour,T&P and providing cement plaster on brick/stone work 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.12mm thick CP in cm(1:3) |
| 386 | Supplying all materials labour T&P and providing cement punning for skirting including watering,curing, conveyance of all materials to worksite,payment of royality,taxes etc. all complete as per specification and direction of E.I.C. |
| 387 | Supplying all materials labour T&P and providing rigid and smooth centering & shuttering for RCC works including falsework and dismantling them after casting including conveyance of all materials to worksite, payment of royality,taxes etc. all complete as per specification and direction of E.I.C. |
| 388 | Supplying all materials labour T&P and providing MS reinforcement for RCC works 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 royality,taxes etc. all complete as per specification and direction of E.I.C. |
| 389 | Supplying all materials labour T&P and providing RCC(1:1.5:3)using 12mm hg chips for RCC works including hoisting,laying,watering,curing,conveyance of all materials to work site,payment of royality, taxes etc. all complete as per specification and direction of E.I.C. |
| 390 | Supplying all materials labour T&P and Providing cement flush pointing(1:3) to brick masonary including watering,curing,conveyance of all materials to work site etc. all complete as per specification and direction of E.I.C. |
| 391 | Supplying all materials,labour,T&P and constructing inspection chamber of the following sizes with cc(1:3:6)using 40mm size hg metal on bed,1st class KB Brickwork in cm(1:6)moulding and shaping the channel inside and benching with cc(1:1.5:3)using 12mm size hg chips,12mm thick CP(1:3)with punning to inside,cement flushpointing(1:3)to outside,RCC cover slab in cc(1:1.5:3)using 12mm size h.g. chips with RCC man hole cover,e.w. in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,conveyance of all materials to site,payment of royality,taxes etc. all complete as per approved specification and direction of E.I.C.(a)Inside size500mm x500mm x 460mm |
| 392 | Supplying all materials,labour,T&P and constructing inspection chamber of the following sizes with cc(1:3:6)using 40mm size hg metal on bed,1st class KB Brickwork in cm(1:6)moulding and shaping the channel inside and benching with cc(1:1.5:3)using 12mm size hg chips,12mm thick CP(1:3)with punning to inside,cement flushpointing(1:3)to outside,RCC cover slab in cc(1:1.5:3)using 12mm size h.g. chips with RCC man hole cover,e.w. in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,conveyance of all materials to site,payment of royality,taxes etc. all complete as per approved specification and direction of E.I.C. Construction of Gully Trap Chamber (0.25 x 0.25 inside Size) |
| 393 | Supplying all materials, labour, T&P and laying in trenches PVC SWR soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, earthwork in excavation in trenches in all kinds of soil, refilling the same in a layer of 0.30mtr with watering, ramming and removing of surplus earth, testing the S.W. pipeline etc. all complete as per approved drawing, specification and direction of the E.I.C.110 mm dia PVC pipe line (Haunch top) |
| 394 | 160 mm dia PVC pipe line (Allround ) |
| 395 | 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.RCC Ring Soak way Pit (1.22 m dia x 2.00m Deep) |
| 396 | Supplying all material,labour,T&P and Fitting and Fixing of Rotational moulded polythene cylindrical vertical water storage tank conforming to IS:15701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts,including hoisting upto a height of 5mtr above GL & placing the tank in required position including conveyance of all materials to worksite,payment of royalty,taxes etc all complete as per PH specification and direction of the E.I.C.(a)1000 lits capacity on the roof of Ground floor |
| 397 | Supplying all materials,labour,T&P and providing&fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D-1785/89(sch-80)and pipe fittings of the nominal bore with clamps including making good the wall,ceiling and floor all complete as per specification and direction of E.I.C.25mm dia C-PVC Pipe |
| 398 | Supplying all materials,labour,T&P and providing&fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D-1785/89(sch-80)and pipe fittings of the nominal bore with clamps including making good the wall,ceiling and floor all complete as per specification and direction of E.I.C 20mm dia C-PVC Pipe |
| 399 | Supplying all materials,labour,T&P and providing&fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D-1785/89(sch-80)and pipe fittings of the nominal bore with clamps including making good the wall,ceiling and floor all complete as per specification and direction of E.I.C 32mm dia U-PVC Pipe |
| 400 | Supplying all materials,labour,T&P and cutting holes for taking G.I/PVC pipes and making good the damages as per the direction of E.I.C.In Ground Floor and First Floor |
| 401 | Supplying all materials,labour,T&P and cutting holes in RCC,floors,roof,etc.upto 19cm thick for passing GI/PVC pipes and fitting etc. and repairing the holes after insertion of pipes etc. with cc(1:2:4)including finishing complete so as to make it leak proof as per direction of E.I.C.In Ground Floor and First Floor |
| 402 | Supplying all materials,labour,T&P and cutting grooves in pucca floor and walls for taking G.I/PVC pipes and making good the damages as per the direction of E.I.C.In Ground Floor and First Floor |
| 403 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C.(Jaquar make) )(a)(b)15mm dia CP(LB) Bib cock |
| 404 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 15mm dia CP Two way Bib cock |
| 405 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 15mm dia CP Angle stop cock |
| 406 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 15mm dia CP Pillar Cock with Swan Neck |
| 407 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 15mm dia CP concealed stop cock |
| 408 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 15mm dia Health Faucet & 1.0m long Flexible pipe |
| 409 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 25mm dia PVC F.W.V. |
| 410 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 32mm dia PVC F.W.V. |
| 411 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 15mm dia CP Flange |
| 412 | Supplying all materials,labour,T&P and fixing brass/CP fittings of thefollowing nominal bore with supply of all jointing materials complete as per specification and direction of E.I.C. 15mm dia CP revolving shower |
| 413 | Supplying all materials, labour, T&P and providing fitting and fixing Aquaguard PRO Thermapure 120 PSS RO ACH which gives you Hot,Cold & Ambient purified water.Aquaguard PEO Thermapure 120 PSS RO has built-in-3 stage combinations,Tank Capacity 120Ltr.,Cold Water-80 Ltrs,Hot water-20 Ltrs.,Ambient water-2- Ltrs.,Cooling capacity-60 LPH,Refrigerant-HFC R134a,Cold water temperature-15 Deg.C+/-1*,Heating coil wattage-2000W,Hot water temperature-50 Deg C+/-1,Thermal insulation-PUF,No of Faucets-1 Hot,1 Cold,1 Ambient,Tank,front panel and drain tray MOC-SS304,Other body panels-Powder coated CRCA Steel,No of filtration stages-7,RO Capacity-50 LPH*,RORecovery%-50%*,TDS Reject-90%*,Dimentions(WxDxH)cm-75x72x144,Net weight-92 Kg.etc.all complete as per direction of the Engineer-in-charge. |
| 414 | 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. porcelain Halfstall Magnum Urinal(Parryware/Hindware/Neycer) |
| 415 | 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. 15mm dia Urinal spreder |
| 416 | 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. 32mm dia PVC waste pipe Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
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Upcoming · 12 daysOct 07, 2026
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Upcoming · 13 daysTender Documents
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