Mathura Vrindavan Development Authority Tender
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The MVDA has issued a formal invitation for competitive bids for the Mathura Vrindavan Development Authority project, for Road And Interlocking Work From Parikrama Marg (badi) To Mukhtar Bind Temple In Govardhan. in Mathura, Uttar Pradesh, with an estimated contract value of Rs. 18,31,000. The bid opening date for this tender is 10-12-2019 and the last date for bid submission is 30-12-2019. Interested bidders for Mathura Vrindavan Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Mathura Vrindavan Development Authority - MVDA Tender
Eprocure
Opening Date10 Dec 2019
Closing Date30 Dec 2019
Tender Amount₹ 18,31,000
Costs
EMD
₹ 1,83,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPMVD_411759_18Bid Award Id
ViewTender No
18/MVDA/2019-20 SBTender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
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Documents
BOQ Items
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R.C.C. work with cement approved coarse sand 2 cm gauge approved Stone grit in the proportion 1:1.5:3( 1 cement:1.5coarse sand: 3 coarse agg 20 mm nominal sizee) in R.C.C Slab excluding supply of reinforcement and its bending but including its fixing and binding the same & including with 24 BWGGI binding wire and including necessary centering & shuttering etc. and supply of all materials, labour, tools & plants etc required for proper completion of the work including cost of binding wire. Item No. 284a
3
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8350
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Providing & Laying machine batch mix concrete M-25 complete
148
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8000
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Providing, laying spreading & compacting of granular sub case by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix I n placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401 & as directed by Engineering Incharge including all machine charges & including all labour, T&P etc req for proper completion of work.
20
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2626
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Providing & laying PCC 1:1.5:3 in cement, coarse sand & 20 mm guage, approved stone grit including supply of all materials, labour etc required for proper copmletion of the work.
8
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6650
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Mild steel or iron work in heavy sizes such as trusses, built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. Sl.No. 503
300
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54.5
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Cartage of Surplus earth/Dismantled Metrial from 1 km distance including loading & unloading etc all complete
164
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95
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dismantling of existing cement concrete Road i/c labour material T&P complete
148
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474
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12mm thick plaster in 1:4 cement and coarse sand mortar in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.
139
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150
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S/F of 80 mm thick gray interlokcing RM of PVC mould paved Tile strength M-30 Kg/Sqcm including/ providing a 4cm thick base layer of fine sand below tiles required lavel & slope & jointing with mortar including supply of all materials labour etc required
200
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880
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Reinforcement of reinforced concrete or reinforced brick work (when not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel and its wastage bend, hooks, binding wire and authorized overlapping shall be measured upto floor two level. S.I No 504
282
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54
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Painting on iron work or steel work in large areas with two coat priming and three coats of approved paint ( British antisol or equivalent) including supply of all materials, labour, T&P etc. reqd. for proper completion of work. Paint to be used should confirm the S.I. No. 15.1a+15.2a+ 15.3 S.O.R-17-18 ( 24.5+35+32)
4
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91.5
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