Baddi Barotiwala Nalagarh Development Authority Tender
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Baddi Barotiwala Nalagarh Development Authority - BBNDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Dec 2023
Closing Date2 Jan 2024
Tender Amount₹ 23,28,158
Costs
EMD
₹ 46,600Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_BBNDA_83045_1Bid Award Id
ViewTender No
BBNDA-06(PROJECT)NIT/13361-71 DATED20.12.2023Tender 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 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.
101.88
460487
4519.9
Plain/reinforced cement concrete in substructure complete as per drawings and Technical specification Clauses 802,804,805,806,807,1202 & 1204. RCC Grade M25 ( 1:1.5:3 upto 5 mtrs height ) including cost of form work, centering, shuttering etc.
11.02
68433
6209.9
Providing mild / tor steel reinforced cement for RCC. Work including bending binding and placing in position complete up to floor all level. Tata or Sale make
1125.2
113139
100.55
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
81
60373
745.35
Providing weepholes in brick masonary/ stone masonery plain / reinforced concrete abutment wing wall return wall with 100m m dia P V C pipe extendimg through the full width of the structures with slop of 1(v) :20 (H ) towards drawing face complete as par drawing and technical specification clauses
30
9519
317.3
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
10
42856
4285.6
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly).G.I. Wire 4 mm thick corresponding to SWG-8 15cm. x 15cm. mesh.
625
187000
299.2
Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).
156.25
240938
1542
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (By mechanical means) (Grading ii =63mm to 45mm) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.
142.37
297269
2088
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.
102
212568
2084
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1317.5
87087
66.1
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.
39.52
396741
10039
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