Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Eprocure
Opening Date6 Jun 2018
Closing Date21 Jun 2018
Tender Amount₹ 4,48,98,219
Costs
EMD
₹ 8,98,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Remaining Part Of 150 Feet Wide Road, Devider And Footpath
Description
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Contact
Tender Id
2018_GDAUP_213483_1Bid Award Id
ViewTender No
396/4/PA-T/2017-18, Dt.23.05.2018 (S.no.-3)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
CONSTRUCTION OF REMAINING PART OF 150 FEET WIDE ROAD,DEVIDER AND FOOTPATH AT SHALIMAR GARDEN GHAZIABAD AND Widening, Strengthening and Improvement of Road from ITS Crossing to Hindon Air force Crossing (RHS).
CONSTRUCTION OF REMAINING PART OF 150 FEET WIDE ROAD,DEVIDER AND FOOTPATH AT SHALIMAR GARDEN GHAZIABAD AND Widening, Strengthening and Improvement of Road from ITS Crossing to Hindon Air force Crossing (RHS).
CONSTRUCTION OF REMAINING PART OF 150 FEET WIDE ROAD,DEVIDER AND FOOTPATH AT SHALIMAR GARDEN GHAZIABAD AND Widening, Strengthening and Improvement of Road from ITS Crossing to Hindon Air force Crossing (RHS).
BOQ Items
Same as above but Mechnically compected to achieve 95% procter dencity including arrangment of water,sattlement and all T&P charges including roller and its fuel charge(roller charge accounted for@1700.00 per day with diesel for output of 325 cum per day) S.I NO.260
7000
154000
22
Construction of granular sub base(GSB) by providing close graded material(GRADE-1) spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per MORTH clause 401
2430.6
8125495
3343
Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with at OMC in mecahnical mix plant close grade mixing in mechenical mix plant at OMC carriage of mixed material by tipper to site, liying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.406 of MORTH specification and as per direction of the engineer in charge(A.R)
1280.6
4634491
3619
Providing and applying tack coat with 80/100(vg10) bitumen using emulsion pressure distributer@1.00kg/sqm at prepared surfce of granular base including cleaned with mechenical broom including supply all material labour T&P required for proper completion of work as per clouse 503 of MORTH specification and as per direction by enginner in charge(A.R).
7877.5
263896
33.5
providing and laying 50mm copected bituminous macadam on prepared surface with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder @ 3.30 per cent by weight of total mix and filler ,transporting the hot mix to work site laying with a hydrostatic pavar 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 MORT&H Specification clauses 504 and as per direction of the engineer in charge(A.R)
505.35
3539976
7005
Providing and applying tack coat with 80/100(vg10) bitumen using emulsion pressure distributer@0.30kg/sqm at prepared surfce of granular base including cleaned with mechenical broom including supply all material labour T&P required for proper completion of work as per clouse 503 of MORTH specification and as per direction by enginner in charge(A.R).
37940.5
428727
11.3
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP providing an average output 75 Tonne per hour using crushed aggregates of specified grading premixed with 60/70(VG-30)bituminous binder@4.50% by weight of total mix andhydrated lime@2% by weight of total mix, transport the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment roller with smooth wheeled vibratory and alignment and tendem rollers to achieved the desired compaction as per MORT & H 508 grade-1(13mm nominal size )MORT&H specification sand as per direction of E/I. (A.R)
100
828200
8282
Brick edging on both side of road of M-150bricks 7cm wide and 11 cm deep laid with mud motor including supply of all material labour tnp required proper complition of work finished to the required template and in proper alignment and also ramming&dressing the execaveted earth as per direction of E/I.
1800
105300
58.5
Earthwork: Excavation in foundation etc. in ordinary soil including lift upto 1.5m lead upto 50m including filling watering and removal of surplus earth as directed by the Engineer-in-charge specification all complete.
400
38000
95
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 1½ coarsesand : 3 stonegrit) in lighter beam including necessary centering & shuttering excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire.(S.I.285)
630
4725000
7500
Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage band overlapping and including cost of binding wire.(Sl. No. 504)
500
2800000
5600
Concrete with 40mm gauge brick ballast, C sand, cement in 1:4:8 proporation in foundation of material, labour, T and P etc complete(SI NO 275)
110
352000
3200
M-150 class brick work in 1:4 cement coarse sand mortar in foundation and plinth including supply of material, labour, T and P etc complete (S.I NO 305A)
466.4
2075480
4450
Concrete with 20mm gauge stone grit, C sand, cement in 1:2:4 proporation in foundation of material, labour, T and P etc complete(SI NO 282)
50
312500
6250
P/L of 80mm tk c.c. pre rubber molded interlocking paver tiles including 40mm thick fine sand bed and also including c.c. work in side of interlocking tiles for proper slope and camber with cost of all material labour T&P etc as required for proper completion of work.
2700
2014200
746
Painting or varnishing work in small areas with one coat of ready mix priming paint and two coat of aprooved quality ready mix paint including supply of all the materials, labour, T and P etc complete(SI NO641+642)
1300
104000
80
Earthwork in cutting or in embankment in ordinary soil, excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 1/2 M distance as directed by the Engineer-in-charges and disposal of earh beyond 10 Km(including Royality)
3489.75
1001558
287
Providing and laying compacted dence graded bitumenous mecadam on prepared surface with 100-120 tonnes per hour batch type Hot mix plant producing an average ouput of 75 MT per hour using 4.5% bitumen and crushed agregated of speccified grading-II(19 mm Nominal Size), transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment,rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling finish rolling by smooth wheeled tondom roller (8-10 tonnes ) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper competion of the work as per clause 504 of MOSRT & H specification sand as per direction of the Engineer in charge (A.R.)
213.26
1728279
8104
Providing and laying compacted bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average ouput of 75 MT per hour using crushed agregated of speccified grading-I premixed with 60/70 bitumenous binder @ 5.00 % by weight of total mix and hydrated lime @ 2% by weight of total mix, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment, rolling with smooth wheeled vibratory (8-10 tonnes ) roller for intial brake down rolling,k finish rolling by smooth wheeled tondom roller (8-10 tonnes ) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 509 of MOSRT & H specification sand as per direction of the Engineer in charge. (A.R.)
1016.4
8962615
8818
P /L Hot applied thermo plastic compoud 2.5 mm thick including reflectorising glass beads @ 250 gm/sqm , area thickness of 2.5 mm is excluding of surface applied glass beads as per IRC 35 . The finish surface to be level, uniform and free from streaks and holes. Composition of thrmo plastic material shall be as per table 800-3 clouse 803 of MORTH including cost of all materials , T & P etc. required for proper completion of work as direction by E/I. S.I. 20.40(New Item)
1462.5
572715
391.6
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 584(A)
318
47700
150
Finishing with dulex multi surface paint exterior using primer as per manuf. Specification two or more coat applied on wall @1.25 lit/10s qm over and incuding one coat of special primer @ 0.75 lit /10 sqm.(Asper DSR 14.48.1)
630
59843
94.99
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