Power Transmission Corporation Of Uttarakhand Limited Tender
View complete overview of Uttarakhand PTCUL Tender
Power Transmission Corporation Of Uttarakhand Limited - PTCUL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date10 Jan 2022
Closing Date5 Feb 2022
Tender Amount₹ 7,24,402 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 28,000Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PTCU8_41743_1Bid Award Id
ViewTender No
03_SEC_OandMTender Authority
Power Transmission Corporation Of Uttarakhand Limited ViewPurchaser Address
-Website
http://https://www.ptcul.org
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level:1:2 :4(1 Cement :2Coarse sand(Zone III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
34
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.5
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand (zone III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources.
0.5
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) .
0.6
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Centering and shuttering including strutting, propping etc. and removal of form for : Foundation footing base of column for mass concrete.
2.3
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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers dsr no.
7.2
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ( Mild steel and Medium Tensile steel bars).
130
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. ( Mild steel and Medium Tensile steel bars).
80
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
20
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement : 4 coarse sand)
11
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Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)
50
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Strutural steel work riveted bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
580
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12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
50
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12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
80
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. Water thinnable Cement primer
110
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Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm).
110
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Finishing with deluxe multi surface paint system for interior and exteriors using primer as per manufactures specifications: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.
82
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Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
400
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work.
50
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Finishing walls with water profing cement paint of required shade: Old work (one or more coats aplied @ 2.20kg/10sqm)complete.
400
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
5
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Supplying and stacking at site. 63 mm to 45 mm size stone aggregate for CC road
5
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
5
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.
48
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
35
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fitttings complete. Flexible pipe 32mm.dia
3
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Providing and fixing brass bib cock of approved quality: 15mm nominal bore
2
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Providing and fixing brass stop cock of approved quality: 15mm nominal bore
2
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Providing and fixing C.P. brass bib cock of approved quality conforming to IS IS.49.1.15mm nominal bore.
1
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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore.
1
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Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 5/6 amps switch. .
5
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Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 15/16 amps switch.
2
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Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 3 pin 5/6 amp socket outlet .
2
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Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 6 pin 15/16 amp socket outlet .
2
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Supplying and stacking of good earth at site including royalty and carriage up to 5 km complete (earth measured in stacks will be reduced by 20% for payment).
50
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Supplying and stacking at site dump manure from approved source, including carriage up to 5 km complete (manure measured in stacks will be reduced by 8% for payment) Screened through sieve of I.S. designation 20 mm
8
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Rough dressing the trenched ground including breaking clods
250
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Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
250
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Fine dressing of the ground
250
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Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately).
8
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Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
60
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Grassing with selection No.1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). In rows 5 cm apart in both directions
250
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Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two course laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete: With common burnt clay F.P.S. (non modular) bricks of class designation 5.
3
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Providing Carpenter Service for 8 hours service in a day or part as per requirement by experienced Carpenter with necessary T& PaisaP for attending minor type of repairing work as directed by the Engineer-In-Charge.
2
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Providing fitter for Plumber service for 8 hours service in a day or part as per requirement by experienced Plumber with necessary Kit for attending minor type of all water supply defects as directed by the Engineer-in-Charge.
2
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Providing beldar service for 8 hours service in a day or part as per requirement to carry out the works as directed by the Engineer-In-Charge.
10
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Providing Wireman service for 8 hour’s service in a day or part as per requirement by experienced electrician with necessary Kit (holding license and T& PaisaP) for attending all type of electrical defects as directed by the Engineer-in-Charge.
2
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Providing & Fixing C.P Brass Pillar Cock of approved quality 15 mm nominal bore (weight not less then 400 grms).
1
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Cleaning of Over Head tank capacity up to 1000 Ltrs. With brush, scraping of wall and bottom & disposal of rubbish outside the tank including all labour & T&P etc. Required for proper completion of the work.
2
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Disposal of garbage/ debris from dustbin of places as directed b E/I outside the substation area including sprinkling of white lime powder in dustbins and surrounding area including cartage, labour, material and T&P etc. required for proper completion of work.
20
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