Mathura Vrindavan Development Authority Tender
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Mathura Vrindavan Development Authority - MVDA Tender
Eprocure
Opening Date7 Jan 2020
Closing Date14 Jan 2020
Tender Amount₹ 7,46,000
Costs
EMD
₹ 75,000Document Cost
₹ 708Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPMVD_420483_30Bid Award Id
ViewTender No
19/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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Consolidation of 40-63mm gauge stone ballast loose coat including repairing of patches picking up old surface spreading ballast making medhies to retain water and consolidation by road roller including hire and fuel charges etc of the roller including carriage of metal up to 30m carriage of water up to 200m maintenance of barriers & all labour and T &P etc required for proper completion of work the stone ballast is to be supplied to the contractor free of cost at site S.I 755(b).
2.91
-
280
... More
Consolidation of 22.4-53mm gauge stone ballast loose coat including repairing of patches picking up old surface spreading ballast making medhies to retain water and consolidation by road roller including hire and fuel charges etc of the roller including carriage of metal up to 30m carriage of water up to 200m maintenance of barriers & all labour and T&P etc required for proper completion of work the stone ballast is to be supplied to the contractor free of cost at site S.I 755(c).
0.33
-
280
... More
Water allowance to be given between 15 November to 31st May ………..etc S.I No 757.
118
-
25
... More
Providing, laying spreading & compacting of granular sub base by providing close graded (Fr-1) materials, spreading 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 Engineer Incharge including all machine charges & including all labour, T& P etc reqd. for proper completion of work.
158.69
-
2626
... More
S/F of 80 mm thick interlocking R.M. of PVC mould paved Red & Gray Tile strength M-30 Kg/sqcm including/providing a base layer of fine sand below tiles & jointing with mortar including supply of all materials labour etc required for proper completion of the work.
12.96
-
880
... More
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).
1807
-
4.2
... More
Providing, & applying priming coat with bitumen emulsion on prepared surface of grangular base including cleaning of road surface and spreading primer @ 0.75 kg/sqm. using mechanical means. Before applying primer coat, the surface will be cleaned with Air Cpmpressor and water will also be sprinkled with water tanker to keep the surface Moist. The prime coat will be applied 24 houre before the application of bitumenous course including all Taxes material, labour, T&P etc. required for proper complection of work. Rates including of bitumen emulsion. (As per MPRTH 502 and PWD SOR 2014-15)
226.24
-
24.6
... More
Providing, & applying Tack coat with bitumen VG-10 using Bitumen pressure distributor @ 0.25 kg/sqm on the prepared grangular/ old painted surface, cleaned with mechanical broom including all Taxes material, labour, T& P etc. required for proper completion of work. Rates including of bitumen VG -10 (As per MORTH 502 and PWD SOR 2014-15)
459.54
-
10.1
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Providing and laying bitumenous macadam to required density and bitumen will be used 3.50% by weight of mix concrete. Mixing the stone gritt and bitumen in hot mix plant and laying with paver finisher to required level and slopes and compection by 8-10 M.T. road roller and by vibratory roller including cost of all materials laobur T&P and hire charges of hot mix plant paver finisher and all required machinery.
13.04
-
8149
... More
Providing and laying semi dence bitumenous carpett layer with bitumen 5% by weight of mix concrete mixing the stone gritt and bitumen as per attached analysis, sizes and proportion in hot mix plant and laying with paver finisher to reqired level and slopes and compection by 8-10 M.T. road roller and by vibratory roller including cost of all materials laobur T&P and hire charges of hot mix plant paver finisher and all required machinery.
6.19
-
9821
... More
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free streaks and holes.
23.04
-
427
... More
Earth work in cutting or in embankment in ordinary soil, loan, clay or sand including 1.50 lift and 30 cm lead. The excavation to be done in form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to reqd. level & slope the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m. distance as directed by E/I. S.I. No. 253 (a)
990.47
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115
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