Saharanpur Development Authority Tender
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The SDA has issued a formal invitation for competitive bids for the Saharanpur Development Authority project, for Widening Of Dehradun Road, Sre in Saharanpur, Uttar Pradesh, with an estimated contract value of Rs. 3,29,45,415. The bid opening date for this tender is 14-09-2019 and the last date for bid submission is 11-10-2019. Interested bidders for Saharanpur Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Saharanpur Development Authority - SDA Tender
Opening Date14 Sep 2019
Closing Date11 Oct 2019
Tender Amount₹ 3,29,45,415
Costs
EMD
₹ 18,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SDA_381207_1Bid Award Id
ViewTender No
1068/1/SDA/2019-20Tender Authority
Saharanpur Development Authority ViewPurchaser Address
-Website
http://http://www.sdasaharanpur.com/
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Documents
BOQ Items
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Provinding and laying bituminious concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggegate of specifled grading premixed with bituminious binder CRMB-55 @ 5.4% by waight of total mix and filler, transported to site, laying with hydrostatic paver fixing with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per morth & h specifications clauses 509 complete in all respects.
1260
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8187
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P/F Cat Eye
1880
-
315
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Providing and applying tack coat with 80/100 bitumen emulsion on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.35 kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 503 of MOSRT&H specifications and as per direction of the Engineer-in-charge (A.R. approved)
31500
-
14.25
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Disposal of surplus Earth up to 1 km.lead (SOR NO-261B)
4700
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45
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M-150 Brick work in 1:3 cement & four Coarse sand in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work. (SI-305a)
55
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4040
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RCC work with cement approved coarse sand and 2cm (3/4") gauge approved stone ballast in the proportin 1:11/2:3 (1cement: 4.5 aggregates) in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering & shuttering etc and also including supply of all material, labour, T&P etc. required for proper completion of work. including cost of binding wire (SOR No 284)
35.5
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6600
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including refectorising glass beads @ 250gms per area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35, The finished surface to be level. Iniform and free from streaks and holes, Rates are including of all taxes. royailty, vat etc. all T &P/machine material and labour required for proper completion of work.(Morth 803/NI -5/2016)
2400
-
430
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Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of .75 kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 503 of MOSRT&H specifications and as per direction of the Engineer-in-charge (A.R. approved)
12500
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33
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Construction of granular sub-base by providing coarse graded material. Spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
3150
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1920
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Concrete with 4cm guage Stone ballast, Coarse sand and cement in proportion of 10:5:1 in foundations and under floors including supply of all materials labour T&P etc required for proper completion of work. S.I-274 + Diff of Stone ballast
4.5
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4000
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Providing laying spereading and compacting graded stone aggregate to wet mix macadam specitfication including premixing the material with water at OMC in mechanical mix plant carrage of mixed material by tipper to site. Laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
2500
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2167.5
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Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches.
85
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82
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Earth work in cutting in ordinary soil dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M distance as directed by Engineer-in-charge.SI 253a
6750
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72
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12 cm thick plaster with cement and Coarse sand of in 1:3 over brick work minimum thickness plinth with cement and coarse sand. (SI-584a)
121
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150
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