Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Eprocure
Opening Date29 Jan 2019
Closing Date11 Feb 2019
Tender Amount₹ 4,22,20,323
Costs
EMD
₹ 8,45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Approach Road .
Description
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Contact
Tender Id
2019_GDAUP_300282_1Bid Award Id
ViewTender No
441/4/PA-T/2018-19 Dt. 25.01.2019 (S.no-1)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
Construction of Approach Road from NH-9 to Kudaghar at Galand on Patri of Gang Nahar
Construction of Approach Road from NH-9 to Kudaghar at Galand on Patri of Gang Nahar
Construction of Approach Road from NH-9 to Kudaghar at Galand on Patri of Gang Nahar
BOQ Items
Construction of granular sub-base by providing close graded material, (Grade-1) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Morth clause 401 (with out motor grader)
3690
12095820
3278
Providing & laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant ckose grade mixing in mechanical mic plant at OMC, carriage of mixed Material by tipper to site, laying in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, 406 of Morht specification as per direction of E/I without Paver finisher.
2910
10426530
3583
Providing and applying Tack coat with bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. Including supply of all material labour T&P etc required for proper completion of woth as per clause 503 of Morth specification & as per direction of E/I.
14150
294320
20.8
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.25 per cent 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 desired compaction as per MORTH specification clause No. 507 (Grade -II) "19.00mm nominal size of Morth Specification as per E/I.
1065
8630760
8104
Providing and applying Tack coat with bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.30 kg/sqm using mechanical means. Including supply of all material labour T&P etc required for proper completion of woth as per clause 503 of Morth specification & as per direction of E/I.
14150
159895
11.3
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5.00 per cent of 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 desired compaction as per complete in all respects, MORTH specification clause No. 509 Grarde-II "13.00 mm nominal size" of Morth specification as per direction of E/I.
570
5026260
8818
Brick on edge pavement with straight over burnt bricks on paries with brick laid dry joints filled with local sand including preperation of sub grade to prescribed camber and including supply of bricks , filling joints with local earth of P.I. 5 to 7 spreading blinding coat 1 cm depth of local earth over the entire surface and including supply of all labour T & P etc. required for proper completion of the work. SI- 763
1300
448500
345
Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches.SI-251.a
355
33725
95
Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.279
120
624000
5200
M-150 brick work in one cement & coarse sand (1:4)mortar in foundation and plinth including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.303
550
2447500
4450
Concrete with 2cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 4:2:1 including supply of all materials , labour , T&P etc. required for proper completion of the work.S.I.279
35
218750
6250
12mm thick plaster with cement and coarse sand of 2.20 F.M. in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.SI 582
3335
550275
165
Painting or Varnishing work in small area on new wood or iron work with two coat (upto one square meter) of approved superior quality ready mixed paint or varnishing including supply of all materials, labour and T & P etc. required for proper completion of the work.SI 642
2060
103000
50
Providing wall putty on new surface with approved quality material of Berger ,J.K./Birla or Shalimar make two coats. New item
2060
123600
60
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