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 Conts Of Road And Drain From Pawan Vihar To Rajwaha Pattri Road Via Saidham Sidhivinayak Enclave Colony Sre in Saharanpur, Uttar Pradesh, with an estimated contract value of Rs. 1,49,87,423. 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₹ 1,49,87,423
Costs
EMD
₹ 9,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SDA_381213_1Bid Award Id
ViewTender No
1068/2/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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M-150 Brick work in 1:4 cement & four fine sand of 1.25FM in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work. (SI-305a)
135
526500
3900
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M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire. SI-504
26
145600
5600
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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)
6250
89062
14.25
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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
612
44064
72
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12 mm thick plaster with cement and coarse sand of 1.25 fineness modulus in 1:4 over brick work minimum thickness not to be less then icm including suppy of all materials labour, tools and plants etc. requried for proper completion on work. SI-584
1640
229600
140
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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.
186.5
1526875
8187
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RCC work with cement approved coarse sand and 2 cm gauge approved stone grit in proportion 1:1.5:3 in slab foundation and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG GI binding wire and including necessary centering and shuttering etc and supply of all material, labour, tools and plants etc. required for proper cempletion of work including cost of binding wire.(s.i. 284)
22
145200
6600
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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.
765
1658137
2167.5
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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.
1270
2438400
1920
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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. SI 251a
2000
170000
85
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M-150 Brick work 1:4 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-305 + 309
525
2100000
4000
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Concrete with 4cm guage Brick ballast, fine sand of 1.25 fineness modulus and cement in proportion of 1:6:12 including supply of all materials labour T&P etc required for proper completion of work. S.I.NO-273
225
618750
2750
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Suppy and laying of 80 mm thick precast cement concrete I- shape /zig-zag (all shape) interlocking coloured paver block with top layer of mininum 8 mm thickness having paln dimension of 200x(160+120)mm of O.P. cement smooth high gloss finish, skid resistant, manufactured with rubber moulds through vibro-compression mechanism over 4 cm blanket coat of fine sand & joint filling with fine sand. The compressive strength and weight of concrete paver block shall not be less than 30 MPa (M-30) and 5 kg/no. respectvily confirming to IS:15658-2006 I/C cost of all material, labour, vat , all taxes T&P. required for proper completion of the work as per specifications and as directed by Engineer-in-charge.New item - 21
2743
2029820
740
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Pattri Dresing
1.5
60000
40000
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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)
7000
231000
33
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Cement Concrete with 2cm, guage approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc required for proper completion of the work. SI-279
61
308050
5050
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