UT Administration Of Daman And Diu Tender
View complete overview of Dadra & Nagar Haveli UT Administration Of Daman And Diu Tender
UT Administration Of Daman And Diu Tender
Civil Works Buildings
Eprocure
Opening Date20 Mar 2020
Closing Date26 May 2020
Tender Amount₹ 6,31,261
Costs
EMD
₹ 13,400Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UTDNH_4579_1Bid Award Id
ViewTender No
E TENDER NOTICE NUMBER 15 OF 2019-2020Tender Authority
UT Administration Of Daman And Diu ViewPurchaser Address
-Website
http://https://daman.nic.in/
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Documents
BOQ Items
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Finishing wall with weather proof exterior emulsion paint on wall surfaces (Two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powered materials. etc. Complete
345.94
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Wall painting (THREE coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including throughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth.
517.15
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Painting TWO coats (excluding priming coat) on previously printed steel and other metal surface with synthetic enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.
26.94
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Painting TWO coats (excluding priming coat) on previously painted wood and wood based surface with enamel paint, to give an even shade including cleaning the of all dirt, dust and other foreign matter.
42.36
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Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift.
9.65
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Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand) finishing with flush pointing in white cement. (upto 10 ton).
11
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Providing and laying Ceramic tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement :3-coarse sand) and jointed with white cement slurry (upto 10 ton).
46.8
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Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to be measured and paid for separately) (A) Vitreous China. (I) Long pattern = White colour and Provinding and fixing 100mm size P or S trap for water closet squatting pan including jointing the trap with the pan and soil pipe in cement Mortar 1:1 (1-Cement :1-Fine sand) (A) Vitreous Chinda and Providing and fixing in Cement Mortar 1:3 (1-Cement :3-coarse sand) a, pair of white vitreous China 250mm x 130mm x 30mm footrest to long pattern squatting pan water closet.
4
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Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of self cleaning design with C.I. Screaed down or higned grating including cost of cutting and making good the walls and floor 100mm inlet and 50mm outlet (C) 100mm dia.
2
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Providing and fixing washbasin with single hole for pillar tap with C.I. orM.S. Brackets painted white including sutting holes and making good the same but excluding fittings. (A) Vitreous China : (ii) Flat Back washbasin 550 mm x v 400mm size (i) In white colour and Providing and fixing C.P. brass waste for washbasin or sink. (A) 32mm dia and Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and back nuts. (ii) 20mm dia. and Providing and fixing brass screw down stop top. (B) 20mm dia.
2
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Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line etc. Complete (i) 20mm dia.
4
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Providing and fixing screw down bib taps of following size (B) Brass chromium plated screws down Bib Tap (ii) 20mm dia.
4
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Providing and fixing Urinal or approved quality including conecting the Urinal with waste pipe, tap etc. complete (A) White earthenwate flat back or corner type size 430mm x 260mm x 350mm.
2
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Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe (SCH-40) for cold water including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or requivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.
20
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Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead. (C) Hard Murrum.
52.75
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Providing and laying cement concrete 1:3:6 (1-Cement : 3 -Coarse sand :6-crushed stone aggregates 20mm nominal size) and curing complete including cost of formwork in (A) Wall Caps / Coping (more than 10 ton).
7.94
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Providing and laying cement concrete 1:2:4 (1-Cement : 2 -Coarse sand :4-graded stone aggregates 20mm nominal size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (A) Foundation, footings, Base or columns and Mass concrete (upto 10 ton).
15.42
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Providing and laying cement concrete 1:2:4 (1-Cement : 2 -Coarse sand :4-graded stone aggregates 20mm nominal size) and finishing smooth with, curing etc. Complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B) COLUMNS: (i) Having cross- sectional area 0.05 to 0.08 Sq.m.
4.38
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Providing and laying cement concrete 1:2:4 (1-Cement : 2 -Coarse sand :4-graded stone aggregates 20mm nominal size) and finishing smooth with, curing etc. Complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (B) COLUMNS: (ii) Having cross- sectional area more than 0.08 Sq.M and upto 0.18 Sq.M.
0.45
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Providing and laying ordinary cement concrete M.150 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) BEAMS : (i) Having cross - sectional area 0.05 to 0.08 Sq.M.
6.65
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Providing and laying controlled cement concrete M.150 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (A) BEAMS : (ii) Having cross - sectional area more than 0.08sq.M and upto 0.12 Sq.M.
0.23
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Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, beinding and placing in position complete upto floor two level upto 10 ton).
1960
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Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1-Cement :6-fine sand) (B) Conventional (upto 10 ton) Extra for brick work in sperstructure above plinth level upto floor two level (B) Conventional.
26.45
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Providing and fixing sliding compound gate of 50mm dia G.I. Pipe (Class B) and vertical 16mm M.S. SQUARE BAR PLACE AT 100 MM c/c with frame and providing round ring of 16mm x 5mm thick M.S. Flate in middel of the vertical bar and half ring at bottom and top etc. with providing and fixing of wicket gate in gate itself and proving wheel and pully with G.I.Pipe 50mm dia at bottom for sliding including fixture and fastening locking arrangments and fixing in position in plumb including priming coat of red oxide paint and two coat of approved quality oil paint etc. as per drawing and direction.
3.75
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White washing with lime on wall surface (three coats) to give an even shade including throughly booming the surface to remove all dirt, dust; mortar drops and other foreign matter.
317.06
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