State Urban Development Agency Tender

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The SUDA has issued a formal invitation for competitive bids for the State Urban Development Agency project, for Work No 5 And Name Is Nagar Nigam Sahaaranapur Ke Vaard No 10 Phatehapur Jat Mein Sukhapaal Ke Makaan Se Dharmaveer Ke Makaan Tak, Dharmaveer Ke Makaan Se Dhamr Sinh Va Kaala Ke Makaan Ko Heaate Tak Intaralaaaiking Taayals Se Sadak Va Naalee Nirmaan in Shamli, Uttar Pradesh, with an estimated contract value of Rs. 8,14,865. The bid opening date for this tender is 01-02-2019 and the last date for bid submission is 08-02-2019. Interested bidders for State Urban Development Agency tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

State Urban Development Agency - SUDA Tender

Opening Date1 Feb 2019
Closing Date8 Feb 2019
Tender Amount₹ 8,14,865 
Notes
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BOQ Items

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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. S.I. No. 504

2.07

11592

5600

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Laying of CC (1:2:4) cement, C/sand & 20 mm Gauge stone gritt mortort in drain over B/w.S.I. No 279

7

35350

5050

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12 cm thick plaster with cement and corsend fineness modules in 1:4 over brick work minimum thickness not to be less than 1 cm., including supply of all materials, labour, tools & plants etc. required for proper completion of the work.SI 582

160

24000

150

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S/F sign board I/C all

1

4300

4300

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Supply of 80 mm thick Precast cement concerete I-shape interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa and weigt 4.5kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. New Item No. 14

440

325600

740

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Earth work in cutting or in enbankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers including remming and dressing the surface to required levels and stipes and including 1:50 m lift and 30 m lead also indcluding machanically compaction to achieve 95% proctors density inclding arrangement of water, settlement and all T & P charges including roller and its fuel charges for output of 325 cum per day. The earth from cutting tu be used in making embankment or to be deposited as spoil banks within 30 M & 5 Km. Lead distance as directed by the engineer-in-charge (excluding royality) SI 253(a)+ 260(a)+261(b)+ SI 231(a)

435

110925

255

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WBM Grading 3-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness. Hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregagte, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

33

89760

2720

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R.C.C. work with cement, approved coarse sand & 2 cm guage approved stone gritin proportions of 1:1.5:3 in lintels of door & windows excluding supply of reinforcement andits bending, but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and suuply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. S.I. No 284

2.2

14520

6600



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