Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 May 2022
Closing Date8 Jun 2022
Tender Amount₹ 3,17,64,336
Costs
EMD
₹ 6,35,286Document Cost
₹ 6,698Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SIDC_701065_1Bid Award Id
ViewTender No
cd_8_18_dt_28042022Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying 75 MM Dense Graded Bituminous Macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with Bituminous binder @ 4.50% of the mx, tronsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve desired compaction, including supply of all material, labour, T&P etc. as required for proper completion of the work.
696.6
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Providing and applying tack coat with bitumin VG :-10, using pressure distributer at the rate of 0.20 Kg per SqM on the prepared Bituminous surface cleaned with mechanical brooms, including supply of all material, labour, T & P etc. as required for material, labour, T & P etc. as required for proper completion of the work.Ref. to North Specification -503
9288
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Providing and laying 40 MM thick Bituminous Concrete with 100-120 P TPH batch type HMP prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 5.4 to 5.6 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specificatio Clause no -509, including tack coat complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.
371.52
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Providing and laying hot applied thermoplastic compound 2.50 mm thick including reflactrorising glass beads @ 2.50 gms per SqM area thickness of 2.50 mm is exclusive of surface applied glass beads as per I.R.C : 35. the finished surface is to be level, uniform and free from streacks and holes as per MORTH Specification no. 803.
513
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Supply and Fixing of reflective raised pavement markers with its body surface made of tough polycarbonate and its reflective lens made of polycarbonate micro prismatic lens capable of providing total internal reflection.
173
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Bricks edging on both sides of the roads of first class bricks 8 cm wide and 12 cm deep laid with mud mortar, finished to required template and in proper alignment and also dressing and ramming of excavated earth including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.
1580
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Earth work in excavation in cutting or in embankment inordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment in 20 cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.50 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30.00 m distance and also including cartage of earth from out side of Industrial Area.
790
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Supply of 80mm thick shaped Mechanically compresssed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of D.P. cement mixed with 25% marble powder. The compressive stength of concrete paver blocks shall not be less than 30MPa by weight 2.80 kg/no. including cost of all material, labour T&P etc. required for proper completion of work as directed by Engineer-in-charge. Laying of interlocking tiles of thickness 60 to 80 mm including leveling and dressing of surface to required level and slope, filling joints with local sand including the cost of all labour T&P etc. complete.
4740
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Earth work in excavation in ordinary soil (loam, clay, or sand) including lift up to 1.50 m and lead up to 30.00 m and also including filling watering and ramming of excavated earth. in to foundation trenches or in to the space between building and sides of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer In charge up to a distance of 50.00 m from foundation trenches as required for proper completion of the work.
1729.8
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Add to above item "earth work in excavation in ordinary soil" for additional 50.00 M lead or part of 50.00 M or 1.50 m lift or part of 1.50 M. P.W.D. S.I. NO. 254
319.8
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Plain Cement Concrete with 40 mm gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge
85.3
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M-150 Brick work in 1:3 with cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge. P.W.D. S.I. NO. 307
281.65
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R.C.C. works with cement, approved coarse sand and 20 mm gauge stone grit in proportion of 1:1.5:3 in SLAB excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and including the cost of binding wire, necessary centering and shuttering etc.and also including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.
29
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M. S. (tor steel or plain) in plain work such as in R. C. C. or in R. B. work including bending for proper shape and supply of steel and its wastage bends, hook, and authorized overlapping shall be measured and including cost of binding wire. including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.
45.55
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Plain Cement Concrete with 20 mm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.
10.4
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25 mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and approved 20 mm gauge stone grit laid in panels finished with 3 mm thick floating coat of neat cement or cement and marble dust ratio of 5:1 as specified over and including 8 cm thick base cement concrete consisting of cement, coarse sand and 40 mm gauge approved stone ballast in the proportion of 1:4:8 and removing any over lapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.
100
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Struck Pointing with cement and sand of 1.5 F.M. mortar in 1 :2 including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.
60.15
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Flush Pointing with cement and sand of 1.5 F.M. mortar in 1:2 including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.
150
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Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade and including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.
60.15
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