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 Date10 Jan 2022
Closing Date23 Feb 2022
Tender Amount₹ 21,33,619
Costs
EMD
₹ 60,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPCTL_674210_1Bid Award Id
ViewTender No
79-ECTC/MBD/2021-22Tender 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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Add to Earth work item (SI No. 4.01 to 4.03) for every additional 30m lead or part thereof or for every additional 1.5M lift or part thereof. (CSI No. 4.04)
480
-
26
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Levelling and dressing and making proper slopes including cutting and filling of earth upto a depth 100mm if so required including all labour T&P etc. required for proper completion of the work . (CSI No. 4.11)
400
-
4
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Sand filling in plinth including supply of necessary quantity of fine sand from outside the UPPCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work.(CSI No. 4.05)
1
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1483
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Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 km outside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10)
50
-
414
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Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) & cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02)
70
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4971
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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)
5
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6955
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Precast cement concrete door sills, chaukhats boundary posts, shelves and similar small work with cement, approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast in the proportion 1:1.5:3, excluding reinforcement but including fixig the same in position including cost of all other material, labor and T&P . (CSI No. 5.22)
1
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8405
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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 lintels of doors and windows, 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. 5.23)
1
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8058
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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 slab, 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. 5.24)
2
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9275
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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 RCC T beam-slab and column, 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. 5.29)
2
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10189
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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)
20
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7671
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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)
100
-
326
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Add to CSI no. 5.18 for every extra 5mm or part thickness of trench covers. (CSI No. 5.19)
100
-
35
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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)
200
-
10
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Providing cement concrete with cement, approved coarse sand (F.M. 1.5 to 2.5) and 12 mm gauge down graded approved stone ballast in the proportion of 1:1.5:3 in the grouting of Edge of trenches including necessary centering and shuttering etc. including supply of all materials, labour and T&P etc. required for proper completion of work. (NSI)
2
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9126
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Arranging and spreding 75 mm thick layer of 20 mm uniform broken grit (Granite stone) for turfing over 75 mm thick base course of C.C. In 1:6:12 (1cement:6coarse sand: 12, 40mm stone ballast) including supply of all materials, labour and tools and plants etc. required for proper completion.(Voides 15 % for loose 20 mm broken grit shall be deducted during measurement) (NSI)
50
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535
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First class brick work in 1:6 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. 6.01)
16
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4518
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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)
15
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4696
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1st class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in supestructure(230mm) thick wall including supply of all material, labour and T&P etc. required for proper completion of work. (CSI No. 6.01+6.08)
5
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4820
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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)
5
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80205
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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. 9.02) when steel is to be provided by the department. )
0.1
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30600
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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)
3
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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)
4
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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)
80
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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)
88
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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)
108
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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)
108
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46
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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)
3
-
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. 9.31)
17
-
154
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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)
150
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12
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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)
100
-
178
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4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC .(CSI No. 12.04)
10
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386
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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)
50
-
71
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Painting or varnishing iron work in small areas or wood work with every coat after first 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. 13.02)
65
-
35
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Painting or varnishing iron work in small areas or previously painted surface 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. 13.03)
15
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47
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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)
200
-
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)
10
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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)
5
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1128
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Dismantling existing plaster including disposal of refuse as directed by the Engineer-I/C within a distance of 60 M. (CSI No. 15.11)
10
-
41
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Dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the Engineer - in - charge. Including all labour and T&P etc. required for proper completion of the work. (CSI No. 15.13)
50
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126
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber & consolidating with road roller including making good the undulations etc.& re-rolling the sub grade & disposal of surplus earth with lead upto 50 metres. (CSI No. 18.01)
80
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660
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First class brick on edge floor-laid in cement mortar consisting of one part of cement and six parts of coarse sand and pointed with cement mortar 1:2 over and including all materials, labour, T&P etc.required for proper completion of work. (CSI No. 12.15)
80
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561
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Laying cement concrete road slab consisting of 1 part cement 1.5part approved coarse sand and 3 part approved 20mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape,finishing with TRIMIX machine ,concrete hardner and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.13)
12
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8176
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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)
10
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974
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Providing and laying non-pressure NP3 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work. (CSI No. 18.16) a 150 mm dia
5.3
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1056
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Providing and laying non-pressure NP3 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work. (CSI No. 18.16) b 300 mm dia
5.15
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1634
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Cutting of Road Slab 6 mm wide and 40 mm deep with the help of special cutting tool like stone cutter including cleaning and filling joint with 80/25 grade bitumen after heating bitumen at required temp. Rate including cost of all labour, T&P etc. required for proper completion of work. (NSI)
15
-
71
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Disposal of rubbish / debris out side the UPPCL area as per direction of Er/in- charge including cartage, labour and materials, T&P etc. required for proper completion of the work. (No. deduction for voids shall be made). (CSI No. 20.16)
6
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330
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Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5 mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (CSI No. 6.18)
12
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2572
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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) for 300 mm dia piles
4
-
1197
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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) (c) for 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 piles
4
-
691
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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) (c) for 400 mm dia piles
8
-
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 piles
14
-
667
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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) © for 400 mm dia piles
14
-
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. 21.04b) for 300 mm dia
8
-
797
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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. 21.04c) for 400 mm dia
8
-
1383
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Providing and filling bentonite solution in pile bore under unstable and/or high water table soil conditions for retaining shape of bore 5 Kg of bentonite will be used in 100 Lt. clear water (Bentonite solution shall be used with continuous process of cirulation) including all material , labour , T&P etc. The measurement shall be done as per design dia. & depth of pile upto cut off level. (CSI No. 21.05)
14
-
847
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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)
2.5
-
75739
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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. Piles
4
-
381
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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)(c) For 400 mm dia. Piles
8
-
484
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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)
12
-
8522
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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 RCC pile caping, gantry walls/column foundations and RCC pedestals but in the proportion 1:1.5:3 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)
10
-
7910
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Extra for concreting in bore holes filled with water or bentonite solution (Bore under loose unstable/under water) by displacement method, using tremie pipe and including cost of 10%extra cement required over Normal 1:2:4 mix including cost of all labour & T&P etc. as may required for proper complete work. (CSI No. 21.09)
10
-
405
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Cleaning of grass and removal of rubbish upto a distance of 50 M outside the UPPCL area cleaned. (CSI No.4.09)
500
-
2
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Supply and fixing of geo-textile membrane of heavy quality around soakpit/pipe.The rate are inclusive of all material,overlapping minmum 300mm,cartage,labour,T&P required to complete the work in all respect.(NSI)
525
-
49
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