Tamil Nadu Urban Habitat Development Board Tender

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Tamil Nadu Urban Habitat Development Board - TNUHDB Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date31 Jul 2024
Closing Date13 Aug 2024
Tender Amount₹ 63,79,000 
Notes
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Costs

Summary

Tnuhdb / 621(1) / D1 / Se (nc-ii) / 2023

Description

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BOQ Items

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DO_NOT_SHOW

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Labour charges for removing the existing damaged Indian type water closet without causing any damages to the existing and adjacent structure and supplying and fixing of Oriya type water closet 45cm size with `P' or `S' trap (white glazed) earthernware of best approved quality including concrete packing, filling the sink portion with brick jelly lime concrete 32:12 1/2(Thirtytwo parts of broken brick jelly and twelve and half of lime) (No sand) using 20mm size broken brick jelly and plastering the top of flooring with cement mortar 1:4 (one of cement and four of P - sand) 12mm thick includng plastering the sides of sink portionin cement mortar 1:3 (one of cement and Three of P - sand) 12mm thick mixed with water proofing compound at 2.30 kg/bag (4 lbs/cft)of cement including curing etc. complete in all respect as directed by the departmental officers (IN ALL FLOORS OTHER THAN GROUND FLOOR)

21

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Labour charges for removing the existing damaged Indian type Water closet without causing any damages to the existing and adjacent structure and fixing the ORIYA PAN earthenware which will be supplied by Departmentally at free including concrete packing, fixing the porcelainfoot rest (white glazed) filling the portion with filling sand flooring the same area with 7.5cm thick lime concrete in 32:12 1/2 (Thirty two of broken brick jelly and twelve and half of lime) (no sand) using 20mm size brick jelly and plastering the surface with cement mortar 1:4 (One of cement and four of P- sand) 20mm thick mixed in the red oxide 9.80 Kg/10 M2 and skirting to height of 6" with anti syphonage connection etc., complete in all respects as directed by the Departmental Officers. (In ground Floor)

3

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Supplying and fixing following PVC soil pipe of 6 Kg /cm2 of approved quality as per IS 13592:1992 (Type B) packing the joints with rubber lubricant fixing them into walls with necessary wooden plugs screws and holding down clamps, dismantling and making good of the dismantled portion wherever necessary connections to the sanitary fittings including testing etc., complete in all respects as directed by the departmental officers.

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110 mm Dia PVC Pipes

120.8

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Supplying and fixing the following PVC specials of approved quality confirming to IS 4985/1981 at the site of work ect complete in all respects as directed by the departmental officers.

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110 mm dia PVC Double Y with door

42

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110 mm dia PVC bend with door

84

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110 mm dia PVC Tee with door

28

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110 mm dia PVC Cowl

14

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110 mm dia CI specials clamp

112

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Supplying and fixing 110mm dia 4kg/cm2 PVC (IS Code No.13592:1992) Rain water pipe down fall with necessary bends, shoes, grating coupler, pipe clamps, T.W.Plugs including cost of solvent cement etc., including finishing etc., complete in all respects as directed by the departmental officers

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110 mm Dia PVC Pipes

23.2

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Supplying and fixing of 160mm dia PVC pipe of 6 kg/cm2 of approved quality confirming to IS 13592/1992 (type B) of finolex or equivalent with ISI monogram packing the joints with hempyarn and cement including laying below the ground with necessary connections to the sanitary fittings etc. complete in all respects as directed by the departmental officers .

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Horizontal 160mm dia

245.5

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Dismantling the damaged RCC sunshade and making holes in the brickwalls to a size of 23 cm x 23cm x 23cm removing the existing plastering in the walls and clearning away the debris and deposting the same in a place and causting of RCC sunshade in cement concrete using 1:1 1/2:3 using 20mm gauge hard broken ston to a size of 53cm x 10cm x 15cm and fixing the beam of two numbers in the dismantiled holes and packing the gap with a cement mortar and fixing the precast slab over the beam including the plastering the sunshade and beam portion including the plastering the sunshade and beam portion in cement mortar 1:3 20mm thick with sikalatex soultion to a required ratio, cost of lifting charges, curing and supplying and fabrication of all reinforcement grills excluding he cost of scaffolding charges etc., complete in all respects as the directed by the departmental officers.

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Ground floor

2

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First Floor

1

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Second Floor

1

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Third Floor

1

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Dismantling the existing damaged Brick work in cement mortar without causing any damages to the other structures and stacking for premeasurement etc., complete in all respect as directed by the departmental officers.

6.9

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Dismantling the existing damaged RCC works without causing any damages to the other structures and stacking for premeasurement etc., complete in all respect as directed by the departmental officers.

4.89

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Conveyance and collection of debries to a distance of 10 KM away from the site and depositing the same in the corporation dumping yard including loading into lorries , unloading charges etc… complete in all respects as directed by the departmental offcers.

11.79

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Earth work excavation for foundation with all leads and lifts in all soils and subsoils to the required depth as may be directed except hard rock requiring blasting inclusive of shoring strutting and bailing out water wherever and depositing the surplus earth in places shown and levelling the site with all intial leads and lifts etc complete complying with relevant standard specification etc., complete in all respect as directed by the departmental officers.

3.96

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Filling in foundation with quarry dust in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of supplying Quarry Dust etc., complete in all respect as directed by the departmental officers.

4.25

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Cement concrete 1:4:8 (one of cement, four of M-sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water ramming curing etc., complete in all respect as directed by the departmental officers.

0.6

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Providing form work for centering, shuttering etc., for all reinforced concrete work such as plinth beam, raft beam, raft slab, grade beam etc., including strutting and shuttering wherever required using MS sheets of suitable size of BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by the departmental officer. (for column footing, Grade beam / Plinth beam)

9.1

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Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by the departmental officer. (For Slabs, Lintels & Lofts)

64.5

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Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm (spaced about 91cm centre to centre) distance and supported by casurina props of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the same after a specified period without damaging RCC works in all floors etc complete in all respects as directed by the departmental officer. (Sunshade/Window/Boxing / column)

19.9

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Cement concrete 1 : 1 1/2 :3 using 20mm stone jelly for all RCC works viz RAFT SLAB , RAFT BEAM ,COLUMN FOOTINGS , PLINTH BEAM, LINTELS square of circular columns,Tor L or rectangular beam, floor and waist slab , roof slab, drop cum parapet wall, loft, sun shade and excluding the cost of steel and fabrication of reinforcement and placing grills in position , shuttering, centering but including laying, vibrating, curing, finishing and providing MS fan hooks in RCC slab wherever necessary etc., complete in all respect as directed by the departmental officers.

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Foundation and Basement

1.4

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Ground Floor

2.51

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First Floor

2.6

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Second Floor

2.6

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Third Floor

0.9

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Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 550D Grade steel reinforcement bars as per IS 786:1979 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all respect as directed by the departmental officer ( In all floors) (The rate to include the cost of binding wire steel also, steel rods for all sizes)

1

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Plain cement concrete 1:2:4 (one of cement, two of M-sand and four of hard broken stone jelly) using 20mm size hard broken stone jelly for foundation and basement inclusive of shoring, strutting, bailing out water wherever necessary, ramming, laying and curing proper setting etc., complete in all respect as directed by the departmental officers.

7.4

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Brickwork 12cm for partion wall in cement mortar 1:6 (One of cement and six of M- sand) using II Class Ground Moulded Chamber bricks of size 9" x 4 3/8" x 2 3/4" for super structure in the following floors including fixing the frames of doors and windows scaffolding, proper settting curing etc., complete in all respect as directed by the departmental officers.

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First Floor

3.8

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Second Floor

3.8

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Third Floor

4.7

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Special ceiling plastering for all RCC works in cement mortar 1:3 (One of cement and three of P-Sand) 10mm thick including hacking the RCC surface, providing necessary water band using the same mix of mortar wherever necessary proper finishing, curing, scaffolding etc., complete with relevant standard specification, complete in all respect as directed by the departmental officer.

55.8

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Providing Ellis Pattern flooring 20mm thick (Ellis pattern) with layer of cement concrete 1:3 (one of cement and three of hard broken stone) (No sand) using hard blue granite chips of size 3mm to 10mm and surface rendered smooth over RCC slab including supplying and fixing 20mm dia GI pipe outlet etc., complete in all respect as directed by the departmental officers.

28.8

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Plastering the walls with Cement Mortar 1:5 (One of cement and five of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers.

69.9

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Brickwork in cement mortar 1:5 (One of cement and five of sand) using II Class Ground Moulded Chamber bricks of size 9" x 4 3/8" x 2 3/4" for super structure in the following floors including fixing the frames of doors and windows scaffolding, proper settting curing etc., completein all respects as directed by the departmental officers.

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Ground Floor

0.4

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First Floor

0.4

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Second Floor

0.4

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Providing 7.5 cm thick staircase parapet wall using II Class Ground Moulded Chamber bricks of size 9"x4 3/8"x2" 3/4" in cement mortar 1:5 (One of cement and four of m-sand) and plastering the hand rails portion only with red oxide plastering in cement mortar 1:4 (one of cement and four of sand) 20 mm thick using 9.8kg of redoxide powder per 100 Sq.m and plastering either side of parapet with CM 1:4 (One of cement and four of sand) 20mm thick providing skirting, finishing smooth etc., complete in all respect as directed by the departmental officers.

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Ground Floor

2.25

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First Floor

2.25

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Second Floor

2.25

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Providing 7.5 cm thick stair case parapet wall using using Fly ash bricks of size 230x110x70mm in cement mortor 1:4 (one of cement and four of M-sand ) and plastering the hand rail portion only with red oxide plastering in cement mortar 1:4 (one of cement four of P-sand) 20mm thick using 9.80kg of red oxide powder per 10m2 and plastering either side of parapet with cement mortar 1:4 (one of cement and four of P-sand ) 20mm thick including providing skirting, finishing smooth in all floors etc., complete in all respects as directed by the departmental officers.

14.9

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Plastering with cement mortar 1:4 (One of cement and Four of P-sand) 20mm thick with necessary water proofing compound at the rate of 1.06 Kg/ 10 M2 of weight of cement including finishing smooth proper setting, curing etc complete in all respects as directed by the departmental officers.

156

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White washing two coats using clean shell lime including the cost of lime, gum, brushes and scaffolding etc., complete in all respects as directed by the departmental officers

345.1

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Brick work in cement mortar 1:5 (one of cement and five of sand) using second class ground mould chamber burnt bricks of size 9" x 4 3/8" x 2 3/4" for foundation and basement including dewatering wherever necessary proper setting and curing etc., complete in all respects as directed by the departmental officers. (For Raising Inspection Chamber)

5.1

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Supply and erection of 125 Amps capacity floor mounting type metering panel board made out of 1.6/1.2mm thick CR sheet duly powder coated with Siemens Grey colour complete with cable chamber consisting of Incomer : Suitable provision in Bus bar chamber to receive EB cable from post. Bus bar : Phase & Neutral 40 x 6 mm Aluminium. Outgoings : a) 32 nos provision to fix TNEB single phase Energy meter. b) 32 nos 32 Amps 10KA DP MCB isolater with 32 Amps procelin Rewirable Fuse unit. c) 2 Nos Dummy Compartment . Interconnection : a) From Busbar to EB meter 2x4 Sq.mm PVC multistand copper wire. b) From Busbar to DP meter 2x4 Sq.mm PVC multistand copper wire. Earthing : 2 runs 25 x 3 mm

224

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EB Charges for disconnection oand installation of electrical panel board.

224

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Supplying and fixing in position the SFRC cover slab with frame (Medium Duty)clear opening including necessary brick work for fixing portion etc.,complete in all respects by the departmental officers.

57

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Providing single legged scaffolding using 13cm dia blugum posts (or) Casurina post of 4M over all length (3 M height 0.5M projection 0.5M into ground) and the 0.5M overlap on either side of the braces at 2M C/C including longitudinal and transverse, middle braces to step up and for providing a platform with country wood planks of 40mm. thick and 1 M width using coir and nails etc., complete in all respects as directed by the deptl. officers. (upto third floor)

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Upto Third floor

40

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Painting the walls with two coats of approved Emulsion Paint approved Colour Over one coat of Primer including through scrapping the existing walls and washing the same with soap and soda water and the cost of plastic Emulsion paint primer,scaffolding , etc completc., complete in all respect as directed by the departmental officers.

6795

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Numbering the tenements with two coats of synthetic enamel paint of approved quality First class paint with Single digit letter (1 to 9) of size 7.5cm in white colour over a base painting of 15cm dia black colour in plastered surface at the entrance the staircase in lintel level of all floors including cost of paint, brushes, labour charges and necessary scaffolding etc., complete in all respect as directed by the departmental officers.

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Single Digit Nos

72

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Double Digit Nos

254

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Added GST of 18% (All Items)

1

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