Works Department Tender

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Works Department Tender

Works
Security and Emergency Services
Eprocure
Opening Date7 Aug 2024
Closing Date20 Aug 2024
Tender Amount₹ 29,83,543 
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BOQ Items

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Fly Ash Brick masonry using Fly Ash Bricks (25cmX12cmX8cm) having crushing strength not less than 75Kg/sqcm with dimensional tolerance +2% in cement mortar (1:6) after immersing the bricks for six hours in water before use in SUPERSTRUCTURES in all floors including splays, cutting, circular moulding, corbelling, champhering and similar such type of works, scaffolding, watering, curing, 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. (a)Ground floor

3.78

20758

5491.78

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(b)First floor

3.78

22063

5836.98

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(c )Second floor

3.78

23564

6233.94

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(d)Third floor

3.78

25289

6690.45

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(e )Fourth floor

3.78

27274

7215.45

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Providing 16mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to inside rough surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. (a)Ground floor

14.86

3949

265.79

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(b)First floor

14.86

4044

272.18

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(c )Second floor

14.86

4142

278.75

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(d)Third floor

14.86

4242

285.53

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(e )Fourth floor

14.86

4348

292.6

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Providing 12mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. (a)Ground floor

29.73

5467

183.92

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(b)First floor

29.73

5679

191.03

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(c )Second floor

29.73

5901

198.5

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(d)Third floor

29.73

6134

206.34

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(e )Fourth floor

29.73

6379

214.57

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Providing 6mm thick cement plaster in cement mortar (1:4) to Ceiling of Roof Slab, Stairs, Chajjas, shelves, lofts & other R.C.C. surfaces including deep close chipping, roughening, scrapping, cleaning the exposed R.C.C. surface finishing smooth, providing masonry drip course & grooves wherever necessary including watering, curing, scaffolding etc, complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work, screening the sand etc. complete as per specification & direction of the Engineer-in-charge. (a)Ground floor

7.43

1540

207.4

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(b)First floor

7.43

1578

212.4

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(c )Second floor

7.43

1616

217.55

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Finishing the wall surface with cement putty of approved make and finished smooth & even surface to receive painting including cost of scaffolding staging charges with cost, conveyances, taxes of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer-in-charge.

185.81

16650

89.61

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Painting two coats with approved plastic emulsion paint over a coat of wall primer to inside surface of walls after cleaning the surface including watering, curing with cost, conveyance, taxes of all materials, labour, T&P required for the work etc. complete as per specification & direction of Engineering-in-charge. (a)Ground floor

37.16

6749

181.62

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(b)First floor

37.16

6823

183.62

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(c )Second floor

37.16

6899

185.67

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(d)Third floor

37.16

6938

186.71

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(e )Fourth floor

37.16

7059

189.97

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Providing fitting and fixing of vitrified floor tiles of size 600mm x 600mm x 10mm (Plain Ivory) approved make & colour laid over 20mm thick cement mortar bed of prop.(1:4) to proper slope & level joined with neat cement slurry with approved colour pigment to match the colour of tiles including watering and curing, cost of all labour, T&P, cost, conveyance and royalty, taxes of all materials etc. complete in all respect as per direction of Engineer-in-charge.

28.91

32162

1112.5

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Supplying, fitting and fixing of CERAMIC GLAZED TILES of size (300X200mm) of approved quality & of approved colour confirming to I.S specification in dado/skirting & upto the required height fixed in neat cement slurry after soaking the tiles in water & fixing over 12mm thick cement plaster of prop. (1:3) filling joints with white cement & colouring pigments to match the shade of the tiles including washing & cleaning with oxalic acid with watering, curing cost, conveyances, royalties, taxes of all materials, cost of all labour and sundries, T&P required for the work etc. complete and as per specification & direction of Engineer-in-charge.

59.46

52721

886.68

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Providing, fixing of 120minutes of metal fire rated doors as per IS:3614 part-2:1992 for stability and integrity. Pressed Galvanised steel confirming to IS:277 specification. Door tested and approved ARAI (Automative Research Association of India, Pune) for maximum rating of 2hrs. Door frame shall be Double rebate profile of size 139 X 57mm made out of 1.20mm minimum thick galvanised steel sheet depends on single and double leaf door. There should be bottom membrane in the frame for proper alignment. Provision should be kept for grouting with cement and sand slurry necessary for fire doors on the clear masonry opening. Door leaf should be 43mm thick fully flush double skin door. Door leaf shall be manufactured from 0.8mm thick galvanised steel sheet depends on single or double leaf door. The internal construction of the door should be rigit reinforcement pads for receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers, painting system will be powder coating finished including cost, conveyance, taxes of all materials, cost of labour with T&P requried for the work etc complete as per specification and direction of Engineer-in-charge.

99.1

1717190

17327.86

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R.C.C work of M-20 Grade having a minimum compressive strength (in work test) 200kg/sqcm in 15cm cubes at 28 days after mixing and test conducted in accordance with IS 456 and IS516 using 20mm down graded size black hard crusher broken granite stone chips as per the design mix of approved quality and from approved quarry including hoisting, lowering, laying and compaction by using vibrators, watering, curing for 28days, centering, shuttering and finishing the exposed surface smooth, providing grooves or beads where necessary including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of MS Rod or tor steel and binding wires & labour charges for bending binding and tying the grills etc. as per specification and direction of the Engineer-in-Charge. (i)RCC Lintel (a)Ground floor

0.66

9583

14521.11

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(b)First floor

0.66

10709

16227.21

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(c )Second floor

0.66

12057

18268.97

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(d)Third floor

0.66

13670

20712.69

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(e )Fourth floor

0.66

15600

23637.78

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Cutting, straightening coiled or bent up M.S. Rod or tor steel (TATA/ SAIL/Vizag/ Zindal etc)including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (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. (A)Ground floor

0.46

4163

9050.61

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(b)First floor

0.46

4177

9081.12

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(c )Second floor

0.46

4192

9113.15

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(d)Third floor

0.46

4207

9146.79

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(e )Fourth floor

0.46

4223

9182.11



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