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 Work No-21 Pushpanjali Dwarka Colony Me Mandir Ke Sameep Stisth Park La Sondriyakaran Ka Karya in Mathura, Uttar Pradesh, with an estimated contract value of Rs. 17,75,000. The bid opening date for this tender is 23-05-2022 and the last date for bid submission is 09-06-2022. 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
Civil And Construction
Road Construction
Eprocure
Opening Date23 May 2022
Closing Date9 Jun 2022
Tender Amount₹ 17,75,000
Costs
EMD
₹ 1,77,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPMVD_701784_10Bid Award Id
ViewTender No
03/MVDA/2022-23 SBTender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
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BOQ Items
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Providing and laying cement concrete in 1:2.4 (1 Cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size)and curing complete, Including cost of form work. in Foundation and floors.SI.NO.4.1.3 UPPWDSOR 2021
11.39
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6350
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Supply of JCB machine for levelling etc. with driver including P.O.L. all complete as directed by E/I Sno.29 page11UPPWDSOR 2021
16
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1000
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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 in 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 Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. Analysis rate.
32.78
-
2562
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Providing & laying cement concrete in 1:4:8 (1cement:4coarse sand:8stone ballast 40mm gauge) and curing complete including cost of form work in foundation and floors .SI NO. 4.1.8 UPPWDSOR 2021
28.74
-
5350
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. including cartage of 5km .SNO.253+5KM cartage-loading,unloading.125+183.5-53=255.50
182.8
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255.5
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Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches SI. N0 251 UPPWDSOR 2021 PWDSOR 2021
105.24
-
135
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Providing 50mm thick precast cement concrete Jali 1:2:4 (1 Cement : 2 Coarse sand: 4 graded stone aggregate 6mm nominal size), reinforced with 1.6mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. SI 31 DSR 16 5. 18.1
149.28
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783
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Supply and fixing R.C.C. sleeper/batton moulded bench, required as per direction of Engg I/C. Including fixing with necessary nuts and bolts in proper possition. (Analysis rate)
24
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4807
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Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.SI.6.1.1 UPPWDSOR 2021
126.85
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5100
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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 the supply of steel as Tata, Sail jindal or equilent and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level.Analysis rate.SI NO.504 . UPPWDSOR 2021 P 27(RINL,SAIL,TATA OR JINDAL)
3.82
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7400
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Mild Steel or iron in plain work heavy size such as trusses. Built up gates record rack, roof work. Gates etc. brought to required form including drilling holes riveting or welding where necessary and also including supply of steel, bolts, nuts wastage etc. and their fixing required for proper completion of the work.Analysis rate .SI NO.503 .10.22 UPPWDSOR 2021 P 27
2.7
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6600
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Painting Two coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, Hi gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work. SNO641.1a+2a+4a page42 UPPWDSOR 2021
10.8
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96
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Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 60mm rubber mould coloured (Compressive strength not less then 60Mpa as specified in IS:15658 and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2021
327.8
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650
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