Uttar Pradesh Power Transmission Corporation Limited Tender
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Uttar Pradesh Power Transmission Corporation Limited - UPPTCL Tender
Civil Works Others
Eprocure
Opening Date4 Dec 2018
Closing Date19 Dec 2018
Tender Amount₹ 20,19,415
Costs
EMD
₹ 40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UPCTL_279979_1Bid Award Id
ViewTender No
Tender Specification No. 82/ECTC/Agra/2018-19Tender Authority
Uttar Pradesh Power Transmission Corporation Limited ViewPurchaser Address
-Website
http://https://upenergy.in/upptcl
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earth filling in Bulk in open areas including cost of the earth when obtained from outside Corporation's area including its carriage, loading/unloading, spreading, watering and ramming in 20 cm layers and dressing of earth etc. Rates including cost of earth, labour, T&P and ROYALITY of earth etc. required for proper completion of the work.(CSI 4.11)
70
25200
360
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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)
14
72352
5168
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Cement concrete with 2cm gauge Stone ballast, coarse sand and cement in the proportion 1:1.5:3 including supply of all materials, labour and T&P etc. required for proper completion of work. (CSI NO.5.04)
26
184756
7106
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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 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)
10
77330
7733
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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 T-beam, columns and walls upto 1.50mt. Ht. ( Only web of T or L beam shall be measured.)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)
6
70338
11723
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Concreting of 40 mm thick R.C.C. trench cover of mild steel frame work with CC 1:1.5:3 in cement coarse sand, 12 mm down graded stone ballast with smooth finishing on both top and bottom surfaces matching with floor colour complete with all labour, materials, T&P etc. required for proper completion of the work but excluding cost of cover of steel frame.(CSI NO.5.17)
40
16920
423
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Placing of trench cover of all size in proper position including transporting from different places within the s/s area including all labour T&P etc. required for proper completion of the work as per direction of Engineer-in charge. (CSI NO.5.19)
95
760
8
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1st class brick work in 1:4 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work.(CSI NO.6.02)
35
183190
5234
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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.9.01)
1.8
127913
71063
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Mild steel or iron work in heavy large size sections such as trusses, built-up gates, roof work, window/boundry grill or railing, trench covers, grating, T/F rail etc. 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)
2.5
191842
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)
1.6
114731
71707
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Supply of 28 mm dia M.S. Anchor bolts (conforming to IS 266) 900 mm. Long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm and also supply of a pair of standard nuts with therading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.(CSI NO.9.09)
64
49536
774
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Fixing and grouting the Anchor bolts 28mm dia to 32mm dia in proper alignment level and setout with the help of a template complete including supply of all labour & T&P etc. requiired for proper completion of the work.(CSI NO.9.10)
64
7744
121
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Supply of 25 mm dia. M.S Anchor bolts (conforming to IS-266) 500 mm long with base plate (50x50x6 mm) welded with anchor bolts, including its threadng up to a length of 10 cm and also supply of a pair of standard nuts with theading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.(CSI NO.9.11)
56
20888
373
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Fixing and grouting the 25mm dia and below size Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work.(CSI NO.9.12)
96
9024
94
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Placing of template in position, level and alignment for grouting of Anchor bolt in main gantry (Labour only)(CSI NO.9.17)
4
640
160
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Placing of template in position, level and alignment for grouting of Anchor bolt in (Labour only) but for Auxillary Structures.(CSI NO.9.18)
17
1530
90
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Fixing and grouting of trench edging and rack in proper level and alignment including cost of all labour and T&P etc required for proper completion of the work but excluding cost of C.C.(CSI NO.9.19)
230
3450
15
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Supply and fixing welded wire mesh size 75x25mm and rectangular made out of 10 SWG over M.S. angle frame with M.S. flat with nut and bolt welded as required including cost of drilling holes, bolts, nuts, washer wilding etc as required including cost of all material, labour and T&P etc. required for proper completion of work . exept cost of Angle iron flat.(CSI NO.9.37)
75
23175
309
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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 NO.11.05)
350
59500
170
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Champhering the edge of concrete 35mm wide triangular section at the junction of concrete foundations and trench edging etc.as per direction of E/I, inclduing cost of all material labour and T&P etc. required for proper completion of the work.(CSI NO. 11.15)
325
6175
19
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3mm thick neat cement floating coat includes cost of all materials, labour and T&P required for proper completion of work but excluding cost of base concrete.(CSI NO.11.17)
175
5075
29
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40mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and 20mm graded stone aggregate laid in panels finished with 3mm floating coat of neat cement, over base concrete. Rate includes cost of all materials, labour and T&P required for proper completion of work but excluding cost of base concrete.(CSI NO.12.02)
172
65704
382
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Providing and fixing glass strip of 3.15 mm (1/8”) thick and 2.5cm. deep in joints of floor at the time of laying floors flush with floor level including supply of all materials, labour and T&P etc. required for proper completion of the work.CSI No 12.08
40
1120
28
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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 one 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 NO.13.01)
150
9150
61
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Same as in item 13.01 above but for every coat after Ist coat.( CSI NO.13.02)
150
4950
33
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Painting of letters and numbers over trench covers with the help of stencil including painting of base of 200mm dia. with one coat of primer and two coat of superior quality water proof paint such as WEATHERSHIELD MAX or equivalent. Size of letter shall be (60mmx10mm)and written with superior quality paint. Rates including supply of all material labour and T&P etc. required for proper completion of work.(CSI NO.13.15)
135
3510
26
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Dismantling plastered or unplastered brick work or stone masonry work in lime or cement mortar and inclduing stacking of materials as directed by Engineer-in-charge within a distance of 60 meters.CSI No 15.01
5
2525
505
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Dismantling reinforced cement concrete or reinforced brick work or Cement.Concrete. including stacking of dismantled material as directed by the Engineer-in-charge within a distance of 60 metres.CSI No 15.02
30
33780
1126
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Laying cement concrete road slab upto 20cm thick consisting of 1 part cement 1.5 part approved coarse sand and 3 part approved 20 mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape and making good to the satisfaction of E/I including cost of all materials, labour and T&P etc. required for proper completion of the work.(CSI NO.17.04)
11
100122
9102
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Brick soling with first class bricks laid flat and dry including preparation of sub grade to prescribed camber and including supply of birck filling joints with fine sand by spreading and blinding over entire surface of brick soling as per direction of E/I including cost of material, labour and T&P etc. required for proper completion of work.(CSI 17.03)
11
6699
609
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Filling joints 20mm thick 100mm deep in the road slab with 80/100 grade bitumen including heating bitumen at required temp.and mixed with coarse sand and saw dust including filling and compacting in the joint complete.(CSI 17.09)
10
600
60
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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.(CSI NO.20.01)(a) For 300 mm dia. Piles
16
13760
860
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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.(CSI NO.20.02)(a) For 300 mm dia. piles
16
9680
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.(CSI NO.20.03)(a) For 300 mm dia. Piles
24
11376
474
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As in item no.20.02 above but for under ream beyond 3.50 metre the cut off level.(CSI NO.20.04)(a) For 300 mm dia. Piles
16
9904
619
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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)
1.47
101372
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)(CSI NO.20.07)(a) For 300mm dia piles
16
4032
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)
17
130152
7656
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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 cap 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.20.15A)
27
207360
7680
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