Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Eprocure
Opening Date26 Sep 2018
Closing Date4 Oct 2018
Tender Amount₹ 1,54,05,000
Costs
EMD
₹ 3,09,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Road And Rcc Drain From Hotel Drive In-24 To Paramount Farm
Description
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Contact
Tender Id
2018_MDA_254149_2Bid Award Id
ViewTender No
214/MDA/CE/18 Dt 19-09-2018 TBTender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Providign & Laying of Granular sub base (G.S.B) inncluding all labour materials, taxes, cartager and T&P etc. compate of work as directed by Engineer in charge.
707
2034123
2877.12
Providing & laying spreading and compacting grade stone aggregade to W.M.M. (wet mix macadem) specification including premixing the material with water to O.M.C in mechanical mix plant agreegate layer with power on well prepaired surface and complete with viberater roller complete as per MORTH specification.
495.45
1431652
2889.6
Cleaning of W.B.M. surface including all labour T&P etc. complete of work as directed by Engineer in charge. (2015) D-5
8031
23129
2.88
providing and applying tack coat level prepared surface heating bitumen in boiler and spraying the bitmen with sray set fitted on bitmen VC-10@ 0.50kg/ sqm Over granular surface treated with primmer as per MORTH & techanical specification clause. No. 503 (P-3)
3303
65795
19.92
providing and applying tack coat on the prepared surface heating bitumen in boiler and spraying the bitmen with sray set fitted on bitmen boiler @ 0.2kg/ sqm. over granular surface treated with primmer as per MORTH & techanical specification clause. No. 503 (P-5)
4753
41968
8.83
Providing and Laying dence graded bituminos mecadam with 100-120 TPH batch type HMP producing an average aoutput of 75 Toons per hour using crushed aggreates of spccified grading,premixed with butminous binder vc-30@4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic,paver finisher with senso control to the required gradfe ,level and alignment rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per month specification clause No.507 complete in all respects. MORTH-507 AB
604.21
4828266
7991.04
providing and applying tack coat on the prepared surface heating bitumen in boiler and spraying the bitmen with sray set fitted on bitmen boiler @ 0.2kg/ sqm. over granular surface treated with primmer as per MORTH & techanical specification clause. No. 503 (P-5)
32200
284326
8.83
Providing and laying bituminos concrete with 100-120 TPH batch type HMP producing as average aoutput of 75 Tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB-55@ 5.4 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic, paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desire compaction as per morth specification clause no. 509 complete in all respects. MORTH-509 (A-R)
322.24
3100000
9620.16
Providing & laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gm. Per sqm. Area thickness of 2.5mm is exculding of surface applied glass beads as per IRC-35, The finished surface to be level, uniform and free from streaks and holes. (DSR No. 2016- 16.62)
395
148362
375.6
Brick Eding on both sides vf the road of first class birck (M-150) brick on dage laid with mud mortar including labur and supply of birck finished to the requrid template and in poper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in charge.SI.765 2017-18 Page 47
1.45
83375
57500
Part-B (Drain)
-
-
-
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches. SI No. 251-2017
632.88
56959
90
Concrete with 4cm. Guage Stone ballast fine sand of Coarse sand and cement in proportion of 10:5:1 in foundation and under floors including supply of all meterials, labour and T&P etc. required for proper completion of work. SI No. 281 A-2017-18
71.76
358800
5000
M.S. (Tor steel of plain) in plain work such as R.C.C. or R.B. including bnding for porper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall bbe measusred (SI. No. 504)/15
190.63
1067528
5600
R.C.C. Work with exment approved coarse sand and 2cm. Gauge approved stone grit in proportion of 1:1.50:3 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including the cost of binding wire moulds all other materials, labour and T&P etc. required for proper com;letion of work.(Footing) SI.No.- 287
-
-
-
Footing
90.41
583144
6450
Rcc Wall
129.15
1013827
7850
Culvert slabe
4.03
30829
7650
Concrete with 2cm. Guage stone ballast fine sand of 1.2:5 :M. and cement in proportion of 1:2:4 in foundation and under floors including supply of all meterials, labour and T&P etc. required for proper completion of work. SI No. 279-(A) 2017-18
1
6200
6200
12mm thick plaster with (1:4) One part of cement and Four part of approved coarse sand including supply of alla material labour and completion of work . SI.No.- 584 2017-18
44
7040
160
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