Mathura Vrindavan Development Authority Tender
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Mathura Vrindavan Development Authority - MVDA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Jan 2021
Closing Date28 Jan 2021
Tender AmountRefer Documents
Costs
EMD
₹ 56,000Document Cost
₹ 708Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPMVD_543495_1Bid Award Id
ViewTender No
13/MVDA/2020-21 SBTender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
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Documents
BOQ Items
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110mm nominal dia
56
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360
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90mm nominal dia
20
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260
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75mm nominal dia
10
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210
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
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-
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140mm nominal dia
18
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500
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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 SI 251
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-
-
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0.00 to 1.50m
110
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135
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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 .S.I 281
4
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5400
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Dismantling Brick work or stone work in lime or cement mortar and including stacking of materials as directed by E/C with in a distance of 60 meters (200 feet
1
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475
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Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by E/C with in a distance of 60 meters (200 feet)
0.5
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1000
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Constructing brick masonary chamber for under ground CI inspection chamber and bends with bricks in cement mortar 1:4 (1cement :4coarse sand). CI cover with frame (light duty) 455x610 mm internal dimenstion total weight of cover with frame to be not less than 38kg ( weight of cover 23kg & weight of fram 15 kg) RCC top slab with 1:2:4 mix foundation concrete 1:5:10 inside plaster 12mm thick with cement mortor 1:3 finished smooth with clothing coat of meat cement on walve and bad concrete complete as per standered design;
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Inside dimensions 455x610mm and 450mm deep for single pipeline with common burnt clay F.P.S(non modular) bricks of class designation M-150. SOR-CH-25-7
10
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4000
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inside dimensions 500x700mm and 450mm deep for single pipeline with common burnt clay F.P.S(non modular) bricks of class designation M-150. SOR-CH-25-7
1
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5000
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P/L cement concrete in 1:1.5:3 in cement, coarse sand & 20 mm guage approved stone grit Including supply of all materials, labour, etc required for proper completion of the work. Sl.No. 279 (A)
0.6
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6700
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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 for proper completion of the work
130
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855
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S/f Chequerred precast cement concrete tiles 22mm thick in footpath & countyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc complete on 20mm thick bed of cement mortar 1:4(I cement:4 coarse sand).Item no chapter 14 SL 18
2
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790
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M-150 class brick work in 1:4 in cement &coarse sand mortar in foundation & plinth including supply of all materials, Labour T & P etc. required for proper completion of the work (S.I. No. 305)
22
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5100
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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. SI 582 (2)
42.5
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175
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Cartage of earth from 1 km distance including loading & unloading etc all complete
74
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100.7
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (1755+1805)/2
2.1
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1780
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R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1:1.5:3 (one cement : 1.5 c. sand 3 stone grit of 20mm nominal size) in Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour and T&P etc. required for proper completion of works. SI No. 284a
3.4
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8450
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Mild steel or iron work in plain work such as reinfored 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 and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level. (Sl.No. 504 - PWD SOR 2015-16)
3
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5400
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 7 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
6
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1555
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
6
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1555
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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2
mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. DSR 23.7
6
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2600
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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 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 MORTH clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc required for proper completion of work.
26
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2718
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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)
39
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125
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