Uttar Pradesh Power Transmission Corporation Limited Tender
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Uttar Pradesh Power Transmission Corporation Limited - UPPTCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Jun 2022
Closing Date6 Jul 2022
Tender Amount₹ 19,97,884
Costs
EMD
₹ 42,000Document Cost
₹ 2,020Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPCTL_706013_1Bid Award Id
ViewTender No
TS NO-09/2022-23Tender Authority
Uttar Pradesh Power Transmission Corporation Limited ViewPurchaser Address
-Website
http://https://upenergy.in/upptcl
GEM & Bid Advisory Services
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BOQ Items
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Concreting of 40 mm thick RCC trench covers in mild steel frame work with RCC 1:1.5:3 in Cement,Chopan coarse sand (F.M. 1.8 to 2.5) and 2cm gauge graded hard stone ballast with 3mm thick floating coat of neat cement finish on top of cover complete with all labour, materials and placing the same in proper position at required location of cable trench within the substation area. (CSI No. 5.18)
120
-
329
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Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 3:1.5:1 including supply of all materials, labour,side shuttering if required and T&P etc. required for proper completion of work (CSI No. 5.21)
42
-
7020
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RCC work with cement, approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like granite quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27)
8
-
7744
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RCC work with cement, approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3 in pile caping, gantry walls/column foundations and RCC pedestals, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P (CSI No. 5.28)
14
-
7985
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Arranging and spreding 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.31)
380
-
883
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First class brick work in 1:4 cement and coarse sand (F.M.1.8 to 2.5)mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work (CSI No. 6.03)
40
-
5197
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Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01)
0.65
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83076
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TMT/Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an 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 shall be measured. (Steel shall be arranged by the contractor) (CSI No. 9.03)
1.3
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74620
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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 galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work(CSI No. 9.12)
52
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578
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Fixing and grouting 52/40/32/28 mm bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . (CSI No. 9.13)
52
-
60
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Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (CSI No. 9.14)
72
-
382
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Fixing and grouting 25 mm dia M.S. 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. (labour rates only) . (CSI No. 9.15)
72
-
46
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Providing M.S. Frames work, rack etc for R.C.C. Trench covers and edging with M.S. angles and M.S reinforcement including cutting, bending and welding as per approved drawing. The rate is including cost of all labour, materials etc. as required for proper completion of the work. (CSI No. 9.20)
1.1
-
80205
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Fixing and grouting of trench edging 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. (labour rates only) . (CSI No. 9.30)
80
-
12
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Fixing of template in position level and alignment for grouting of Anchor bolt in Main Gantry (labour rate only). (CSI No. 9.31)
4
-
243
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Fixing of template in position level and alignment for grouting of Anchor bolt in Auxiliary Structure (labour rate only). (CSI No. 9.32)
16
-
154
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12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07)
135
-
180
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Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (CSI No.11.18)
120
-
8
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3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumption 0.044 bag/Sq.m.) (CSI No. 11.20)
150
-
19
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Supply of 80 mm thick I shaped mechanically compressed inter locking cement concrete paver block manufactured by high pressure & controlled vibration machine having plan dimension 200X(160+120 mm) with minimum 5 mm thick toping of O.P.Cement mixed with 25% marble powder. The compressive strength of concrete pavers blocks shall not be less than 30 MPa & 4.5 Kg/No. including cost of all material, labour, T&P etc. required for proper completion of work as directed by Engineer-in-charge but excluding G.S.T. which shall be paid extra as per rules. (CSI No.12.23)
55
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934
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Painting or varnishing new iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mix paint "Luxol" or equivalent brand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01)
90
-
71
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As in item 13.01 above but every coat after the first coat. (CSI No. 13.02)
90
-
35
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Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (CSI No. 13.28)
120
-
13
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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres. (CSI No. 15.01)
4
-
505
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Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-Incharge within a distance of 60 metres. (CSI No. 15.03)
3
-
1128
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Placing of trench cover of all size in proper position including transportation 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. 20.11)
120
-
10
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Boring holes 3.5 M deep below cut off Level in all types of strata including loose sandy strata under water requiring use of modified auger and cutting tools with gravity valves and removable casing pipe, if required, for proper completion of work with cost of all labour, material, T&P required. (CSI No. 21.01) (b) 300 mm dia pile
20
-
1197
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(c) 400 mm Dia piles.
8
-
1504
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Cutting the bore hole for providing under ream of 2.5 times the dia. of pile upto 3.50 metre below the cut off leveling tools including cleaning the bore hole and including cost of all materials, labour and T&P etc. as may be required for proper completion of work. (CSI No. 21.02) (b) for 300 mm dia pile
20
-
691
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(c) For 400 mm Dia piles.
8
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837
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Extra for every additional depth of boring work as described in item No.21.01 above but beyond 3.50 Metre below the cut off level. (CSI No. 21.03 )(b) for 300 mm dia pile
50
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667
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(c) For 400 mm Dia piles.
20
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868
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As in item N0. 21.02 above but for under reaming beyond 3.50 Metre below the cut off level. (CSI No. 21.04)(b) for 300 mm dia pile
16
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797
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(c) For 400 mm Dia piles.
8
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1383
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Supply and fabrication of M.S. (tor) reinforcement cages for piles including cutting, bending, welding as per design and placing of the cage in the pile bore including cost of all material, labour,and T&P etc. as may be required for proper completion of the work including all incidental wastage. (CSI No. 21.06)
1.2
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75739
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R.C.C. work with cement, approved coarse sand 2cm gauge approved stone ballast in 1:1.5:3 proportion for concreting in all type of piles including labour & material for proper completion of the work. Measurement of work be done according to design diameter and depth of pile upto cut off level. Under reamed concrete shall be measured as per IS 2911 Part II (CSI No. 21.08)
11
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8605
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Cutting & chipping the piles top above the cut off level including bending & straightening the pile reinforcement as directed including cost of al materials, labour & T&P etc as may be required for completion of the work. (CSI No. 21.11)(b) For 300 mm dia pile.
20
-
381
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(c) For 400 mm dia pile.
8
-
484
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