BRR : 9440952
Tender Brief : Tender For Civil Works Regarding Construction Of C.U. International Educational 33 Kv Bay At 220 Kv Sub Station Dahi Chauki Unnao, 1 Excavation In Foundation In Ordinary Soil ( Loam Clay Or Sand ) 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 Work. ( Csi No. 4.01 ) 2 River Bed Fine Sand Filling In Plinth Including Supply Of Necessary Quantity Of Fine Sand From Outside The Uppcl Premises Including Watering, Dressing Etc. Rate To Includ... Read More
Tender Value
₹
Ref. Document
Submission Date
04-05-2024
Participated Bidder List
3 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | |||||
| 2 | cnet-technologies | Bid Analytics | |||||
| 3 | cnet-technologies | Bid Analytics |
Work Detail
tender for civil works regarding construction of c.u. international educational 33 kv bay at 220 kv sub station dahi chauki unnao, 1 excavation in foundation in ordinary soil ( loam clay or sand ) 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 work. ( csi no. 4.01 ) 2 river bed fine 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 ) 3 clearing jungle including uprooting of rank vegetations, grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of uppcl area cleared. ( csi no. 4.08 ) 4 concrete with 4cm gauge stone ballast, coarse sand & 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 ) 5 concrete with 4cm gauge stone ballast, coarse sand and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & t&p etc. complete. ( csi no. 5.04a ) 6 concreting of 40 mm thick rcc trench covers in mild steel frame work with rcc 1:1.5:3 in cement, coarse sand 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 ) 7 cement concrete with 2cm gauge approved hard stone ballast, coarse sand 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 ) 8 rcc work with cement, approved coarse sand 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 ) 9 rcc work with cement approved coarse sand 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., excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire and including cost of all materials, binding wire, labour and t&p etc. required for proper completion of the work. ( csi no. 5.28 ) 10 first class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour & t&p etc. required for proper completion of work ( csi no. 6.03 ) 11 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 ) 12 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 ) 13 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 ) 14 fixing and grouting 25 mm and below 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 ) 15 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 ) 16 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 ) 17 fixing of template in position level and alignment for grouting of anchor bolt for auxiliary structure. ( labour rate only ) . ( csi no. 9.32 ) 18 fixing of cable trench racks in proper position and alignment including cost of all labour, material and t&petc. required for proper completion of the work ( labour rate only ) . ( csi no. 9.33 ) 19 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 ) 20 6 mm. thick plaster with 1:3 cement & coarse sand including labour, materials & t&p etc. required for proper completion of the work. ( csi no. 11.17 ) 21 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 ) 22 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 ) 23 straight over burnt bricks on edge floor laid dry, joints sand filled, including preparation of base to proper slope and its ramming including supply of all material labour & t&p etc. required for proper completion of the work. ( csi no. 12.09 ) 24 4.0 cm thick foor in 1:1.5:3 plain cement concrete 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 unifom finish including supply of all materials, labour and t&p etc, required for proper completion of the work.without base pcc ( csi no. 12.28 ) 25 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 confom to the i.s. 103-1950. ( csi no. 13.01 ) 26 as in csi no.13.01 for every coat after first coat. ( csi no. 13.02 ) 27 dismantling of existing r.c.c. gantry / auxiliary foundation with the help of mechanical means in switchyard including disposal of refuse / debris as per direction of engineer - in - charge. including all labour and t&p etc. required for proper completion of the work. ( csi no. 15.15 ) 28 laying cement concrete road slab consisting of 1 part cement 1.5 part 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 ) 29 filling of 20 mm. wide 100 / 150 mm. deep joint with coarse sand and saw dust mixed with hot bitumen etc. complete including supply of all materials, labour and t&p etc. required for proper completion of the work. ( csi no. 18.14 ) 30 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 ) 31 arranging jcv machine including cost of fuel along with driver / operator for dismantling work as per direction of engineer - in - charge. including all labour and t&p etc. required for proper completion of the work. ( material item no 21 h + 10% cp ) .
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