Baddi Barotiwala Nalagarh Development Authority Tender
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Baddi Barotiwala Nalagarh Development Authority - BBNDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2023
Closing Date30 May 2023
Tender Amount₹ 22,85,945
Costs
EMD
₹ 45,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_BBNDA_73357_1Bid Award Id
ViewTender No
BBNDA-06(PROJECT)NIT/8471-8481 DATED11.05.2023Tender Authority
Baddi Barotiwala Nalagarh Development Authority ViewPurchaser Address
-Website
http://http://bbnda.freehostia.com/
GEM & Bid Advisory Services
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BOQ Items
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108. 450 mm
50
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108. 900 mm
15
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but including excavation, protection work, back filling,Excluding concrete and masonary work in head walls and parapets clause 1108. 1200 mm dia
15
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Providing and laying heavy duty precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504 ( sub-base of concrete floor to be paid for separtely) . 80mm. thick I.S.I. interlocking blocks.
250
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Providing and laying cement concrete 1:2:4 (1 cement:2 sand 4 graded stone aggregate 20 mm nominal size) curing complete including cost of centring and shuttering in foundations and plinth complete.
25
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Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including cost of form work, centering, shuttering etc.
25
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Providing and applying priming coat with Bitumen emulsion ( SS- 1 ) on prepaired surface of granular base including cleaning og road surface and spraying primer at the rate of 1.0 kg /sqm. using mechanical means as per Technical Specification Clause 502
200
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-
Providing and laying Dense Graded Bituminous Macadam laying with paver finisher equiped with electronic sensor laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions ofdensity, complete as per specificatons and directions of Engineer-in-Charge. with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity ( 16.54.1)
10
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Providing and applying tack coat with Bitumen emulsion ( RS- 1 ) uasing emulsion distributor at the rate of 0.35 kg /sqm. on the prepaired bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1000
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading,premixed with bituminous binder @ 5.4 to 5.6 percent 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 alingment , rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no. 509 complete in all respects.
103.8
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Providing and fixing of road stud 100x100 mm dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortor, all as per BS: 873 ( Part 4 )1973
53
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