Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date
11 Feb 2019Closing Date
25 Feb 2019Tender Amount
₹ 21,85,00,000Costs
EMD
₹ 1,11,25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAGR_306953_1Bid Award Id
ViewTender No
564/Cashier(PDK)-AC/2018-19 Dt 29-01-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Carted Earth work in Embankment/earthen shoulder with approved material obtained from borrow pits with all lifts and 1 Km lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.As per MoRT&H Specification No. 305, Sr. No. 3.16
5000
625000
125
Costruction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with relavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification 401.
11995
46780500
3900
Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the disired. as per MoRT&H Technical Specification 406.
1560
6396000
4100
Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired Compation. (MoRT&H Specification No. 406) also stabelized with Qty of 1% cement and 3.50 % bitumen -emulsion
9520
65783200
6910
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg sqm using mechincal means. As per MoRT&H Technical specification 502
15600
397800
25.5
Providing and Laying Dence Graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregrates of specified grading premixed with bituminous binder(VG-30 gr)@ 4.5% by weight of total mix a d filler , transported to site, laying with paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification clauses 507 complete in all respect
6517
61781160
9480
Providing and applying Tack coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.30 kg sqm using mechincal means. (For over bitumenous surface) as per MoRT&H Technical Specification 503.
115090
1208445
10.5
Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrates of specified grading premixed with bituminous binder, @ 5.4% 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 and rolling with smooth wheeled vibatore and tendem rollers to achive desired compaction as per MoRT&H specification 509 complete in all respect
2900
29870000
10300
Excavation for foundation in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres. As per MoRT&H technical specification 301
300
36000
120
Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (not less than strength of M-10 concrete) and curing complete, Including cost of form work. in Foundation and floors. SI No. 280(a)
40
230000
5750
Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. SI No. 307
25
120000
4800
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per Drawing and Technical Specifications.) As per MoRT&H technical specification . (14.20 (1600))
25
122500
4900
Providing and laying cement concrete in 1:2:4 of not less than strength of M-150 Stone ballast (20 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors. SI No. 279(a)
60
378000
6300
12 mm thick plaster with cement and coarse sand in 1:3 over brick work minimum thickness not be less than 1 cm including supply of all material labour T&P etc. required for proper completion of work (SI No. -583)
50
6500
130
Supply/Laying and Fixing in proper position of 600 mm Ø N.P.-3 H.P. including supply of all material, labour and T&P required for proper completion of work. As per direction by E/I
50
115000
2300
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