Uttar Pradesh Power Transmission Corporation Limited Tender
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Costs
EMD
₹ 4,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPCTL_291017_1Bid Award Id
ViewTender No
E-Notice No. 27(01)/ECTCJ/2018-19Tender Authority
Uttar Pradesh Power Transmission Corporation Limited ViewPurchaser Address
-Website
http://https://upenergy.in/upptcl
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Documents
BOQ Items
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Excavation in foundation in black cotton soil in Bundelkhand area requiring the use of special T&P such as pickaxes, sabbals etc including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation . (CSI No.4.19)
300
-
179
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Add to Item No. 4 above for every additional 30 Meters lead or part of 30 Meters or for every additional 1.5 M lift of part of 1.5 Metres. (CSI No.4.06)
100
-
22
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Concrete with 4cm gauge down graded Stone ballast , coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundation and under floors and supply of all materials, labour, tools and plants etc. required for proper completion of the work. (CSI No.5.01)
120
-
4897
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Cement concrete with 2cm gauge Stone ballast, coarse sand and cement in the proportion 3:1.5:1 including supply of all materials, labour and T&P etc. required for proper completion of work. (CSI No.5.04)
45
-
6847
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RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in the lintels or bends and sun shade of doors and windows excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. (CSI No. 5.08)
98
-
8332
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RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. (CSI No.5.10)
3
-
10565
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RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in lighter beam excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. (CSI No.5.12)
30
-
10855
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RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in Raft foundation excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. (CSI No.5.14)
65
-
7492
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RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in Columns excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. (CSI No.5.16)
89
-
11483
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As in item no 5.16 above but in RCC Wall in the proportion 1:1.5:3. for depth or ht. more than 1.50 mt. (CSI No.5.16a)
30
-
13084
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1st class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in Foundation & Pilnth including supply of all material, labour and T&P etc. required for proper completion of work. (CSI No.6.01)
60
-
5736
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1st class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in Supert structure including supply of all material, labour and T&P etc. required for proper completion of work. (CSI No.6.01+6.06)
380
-
6256
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Supply and fixing of 3.50 cm thick Shisham wood fully glazed doors and windows shutter including supplying and fixing of wooden cleats, stoppers and necessary screws including supply and fixing the 4mm thick glass panes with putty and brad, (0.64kg or 21 oz per sqm) required for proper completion of work and as per direction of E/I. (CSI No.8.08)
4
-
3246
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Supply and Fixing of aluminium fittings with screw for doors and windows etc. (CSI No.8.23a.) (a). L-Drop 16 mm dia 12" long
4
-
261
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(d) Tower bolt 12" long
4
-
120
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(f) Tower bolt 6" long
20
-
70
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(g) Handle 6" long
8
-
40
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(h) Handle 4" long
24
-
30
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Supply and fixing single leaf, hot pressed, phenol Formaldehyde resin bonded, boiling water resistant, commercial quality "Sitapur ply wood" or other ISI Marked Factory made flush door shutters conforming to IS: 2202 Part-1 ( 1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs and/or other fittings approved by Engineer-in-charge but excluding their ( fittings) supply but including painting two coats of black Japan on iron fittings if necessary. (b) 32 mm thick (CSI No.8.24b)
4
-
1687
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Mild steel or iron work in heavy small section like (J/U) hooks, holding down bolts, hold fast, tie rod, record recks, door/window frame, trench recks & edges, angle post etc. (when not included in overall rates) wrought to required form including supply of steel bolts, nuts, wastage etc. and their fixing charges, welding, required for proper completion of the work. (CSI No.9.02)
25
-
76737
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks, and authorized overlapping as required for proper completion of the work. (CSI No.9.04)
61
-
71707
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Providing and Fixing Concertina coil fencing with required dia 600 mm up to 3m height of wall existing angle iron `Y' shaped placed 2.4 m or 3.00 m apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary boltts or G.I barbed wire tied to angle iron all complete (No. of Rounds will be 8 in one meter length) as per direction of Engineer-in charge with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/s.q.mm. with tape (0.52 mm thick) of supreme make or equivalent and weight 43.478gm/meter (cost of M.S. angle, C.C. blocks shall be paid separately) (CSI No. 9.22)
1140
-
335
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12mm thick plaster with cement mortar of 1 part cement & 4 parts of approved coarse sand 2.5 F.M. over Brick work, min. thickness not less than 10mm including supply all material, labour and T&P required for proper completion of work. (CSI No11.05)
5600
-
172
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Add for extra labour and materials for plaster over rough face of one brick thick wall. (CSI No11.09)
2500
-
25
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Engraving groove 12X12mm in the plaster of the outer face wall vertically or horizontally or inclined to display the surface good as directed by the Engineer-in-charge including labour and tools & plants etc. required for proper completion of work. (CSI No11.11)
4000
-
12
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Painting or varnishing on iron works in small areas of new wood work with one coat of ready mixed priming paint and two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should confirm to the ISI no. 103-1950. (CSI No13.01+13.02)
70
-
94
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Applying BIRLA PUTTY or equivalent putty on new interior or exterior surface over one coat of water base cement primer of ICI or equivalent brand for smoothning and leveling of the surface as per requirement and direction of E/I, including cost of all material,labour and T&P required for proper completion of work. (CSI No13.04)
5000
-
94
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Finishing walls with water proof exterior emulsion paint of APEX ULTIMA (ASIAN)/Weather Shield Max (ICI) or equivalent brand on already well prepared new wall surfaces over one coat of under coat primer (ICI) followed by Two coat at Apex/Weather shield Max emulsion paint to give an even shade including thorough washing with water as per direction E/I including cost of all material labour & T&P required for proper completion of work. (CSI No13.06+13.07)
5000
-
144
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Boring hole 3.5 m. deep below the cut-off level in sandy or clayey soil including clearing of the bore upto cutoff level, all loose materials and disposing the excavated earth as directed including cost of all materials, labour and T&P etc. as may be required for proper completion of the work.(a) For 300 mm dia. piles (CSI No.20.01)
400
-
1053
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Cutting the bore hole for providing under ream of 2.5 times the dia of pile up to 3.5 metre. below the cut off level including cost of all material, labour and T&P etc. as may be required for proper completion of the work. (a) For 300 mm dia. piles (CSI No.20.02)
400
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605
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Extra for every additional metres boring work as described in item no. 20.01 above but beyond 3.50 metre below the cut off level.(a) For 300 mm dia. piles (CSI No.20.03)
400
-
474
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As in item no.20.02 above but for under ream beyond 3.50 metre the cut off level. (a) For 300 mm dia. piles (CSI No.20.04)
400
-
619
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Providing and filling bentonite solution in pile bore under unstable and or high water table soil condition for retaining shape of bore, 5 kg. of bentonite will be used in 100 litres clear water (Bentonite solution shall be used with continuous process of circulation) including all materials, labour and T&P etc. the measurement shall be done as per design dia and depth of pile upto cut off level. (CSI No.20.05)
200
-
737
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Supply and fabrication of M.S. Tor reinforcement cages for piles including cutting, bending, welding if required as per design and placing of the cage in the pile bore including cost of all materials, labour and T&P etc. as may be required for proper completion of the work including all incidental wastage. (CSI No.20.06)
35
-
68961
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Cutting and chipping the piles top above the cut off level including bending and straightening the pile reinforcement as directed including cost of all material, labour and T&P etc. as may be required for proper completion of the work.(Big hammer and Power hammer are not allowed to be used) (a) For 300 mm dia. piles (CSI No.20.07)
400
-
252
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R.C.C. work with cement, approved coarse sand, and 2 cm. Gauge approved stone ballast in 1:1.5:3 proportion for concreting in pile including cost of all materials, labour and T&P etc. required for proper completion of the work. Measurements of work will be done according to design diameter and depth of the pile up to cut off level under reamed concrete shall be measured as per IS 2911 part 2. (CSI No.20.15)
240
-
7397
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Extra for concreting in bore hole filled with water or bentonite solution (bore under loose unstable/under water) by displacement method using trimming pipe and excluding cost of 10% extra cement as required for the normal 1:1.5:3 mix including cost of all materials, labour and T&P etc. as may be required for proper completion of the work. (CSI No.20.17)
200
-
461
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Wiring point for light with 1.5 sq mm PRLSH PVC insulated multistrand single core copper conductor cable in PVC conduIt pipe partly concealed in wal & partly in slab along with reinforcement before concreting , complete with 1.5Sq. mm. FRLSH PVC multistrand copper conductor cable as earthwire drawn inside, GP Box, piano type switch & ceiling rose/angle/batten holder on 3 mm thick phenolic laminated bakelite sheet etc. completre in all respact as directed including matching colour wash.(PWDE SOR- 01.04.2018 SR. 138(C)).
6
-
610
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wiring point for Fan/Fresh air fan (light duty exhaust fan) 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit Partly concealed in the wall & partly in slab along with the reinforcement before concoreting, complete with 1.5Sq. mm. FRLSH PVC multistrand copper conductor cable as earthwire drawn inside the condute, GP Box, piano type switch & ceiling rose on 3 mm thick bakelite sheet etc. complete in all respect as directed including matching colour wash.PWDE SOR- 01.04.2018 SR. 140(C)).
2
-
671
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Wiring point for plug with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe in the wall & partly laid in slab along with the reinforcement before concoreting, with 1.5Sq. mm. FRLSH PVC multistrand copper conductor cable as earthwire drawn inside the condute, piano type switch & Sokit etc.. complete in all respect as directed including matching colour wash. (PWDE SOR- 01.04.2018 SR. 141(C)).
2
-
327
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