Rural Engineering Department Tender
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The RED has issued a formal invitation for competitive bids for the Rural Engineering Department project, for Bhagwanpur Me Smt Devi Ke Mkan Se Sri Prakashji Ke Mkan Tk Interlocking in Varanasi, Uttar Pradesh, with an estimated contract value of Rs. 1,01,000. The bid opening date for this tender is 10-04-2019 and the last date for bid submission is 15-04-2019. Interested bidders for Rural Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Engineering Department - RED Tender
Opening Date10 Apr 2019
Closing Date15 Apr 2019
Tender Amount₹ 1,01,000
Costs
EMD
₹ 20,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_REDUP_341634_11Tender No
2635Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
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Construction of K.C. drain with precast of C.C. Blocks size (400x325 mm) laid in flat position (37.5mm in length) & kerb stone (300mm in length)including cost of Base Concrete in 1:6:12 cement sand & O.B.B Including cost of all material labour T&P etc,proper complition of work
244.1
280265
1148.16
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Providing and laying of Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and technical specification clause 1504 for red colour
192.84
169699
880
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Supply and imformatory M.S.sign board Size 1.2x 0.90 M.made of 18 mm gauge M.S.Sheet fixed in ISA.40x40x5 mm.frame suported in back side by 40x5 mm flat iron on four side along with two vertical post 2.15 m from bottom of frame of angle iron ISA 40x40x5 mm.with 150 mm long horizontal leg (hols fast) at bottom braced with 40x5 mm flat iron efectrically welded and panted with one coat red oxide primerAs Per S.I.No.503.For Information and Inorguration.
2
8064
4032
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Earth Work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20 cm. (8") layers. including ramming and dressing the surface to required level and slope and also including 1.5 m.(5") lift and 30 m.(100") lead.the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 m.(100") distance as directed by the E/I.cartage up to 6.00 km. with loding unloding .as per si.no. 253 Analysis
115.7
31921
275.9
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Providing, laying, spreading and compacting stone aggregateds of specific sizes to (53-22.4 mm.)wate bound macadam specifiation including spreading in uniform thickness hand packing rolling with smooth three wheel roller 80-100 tonnes in stages to proper grade and camber applying and grooming requisite type of screening/binding material type B. 11.2 mm to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405.
28.93
86050
2974.44
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P.C.C. in 1:2:4 cement course sand and 20mm gauge stone ballast over prepaired sub grade with s/o all materials labour T&P as per s.i.no.279(b) .As per S.O.R.2018 page-25
1.95
12870
6600
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E/W excavation in foundation in ordinary soil same as per SI.No.251
27.07
2977
110
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For Grey Colour
192.84
156200
810
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Lettering and painting of standdard size mformatory M.S.sign board Size 1.2x 0.90m including painting two coat angle iron and coss angle of standard size both side painting with two coats of approved synthetic enamel paint and lettering as per direction of engineer in charge ,including cost of materials,labour T&P etc.complete as per SOR-2105 page-80 SL.No.-9
2
1440
720
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Construction of Gravel / Soil Aggregate Sub Base by providing well graded material , spreading in uniform layer with morter grader on prepared surface, mixing by mix in place method at OMC with rotavator attachment and compaction with three wheel 80-100 KN smooth wheel Roller capacity to achieve the desired density complete as per MORD specifications clause 400.1
48.21
103439
2145.6
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M-150 Brick Work in 1:4 Cement and sand of 1.25 F.M.morter in Foundation and plinth including S/O all material labour T&P etc required for proper completion of work same as perS.I.No.305.
28.05
120615
4300
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