Public Works Department Tender
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Public Works Department Tender
Road Construction
Eprocure
Opening Date17 Dec 2024
Closing Date2 Jan 2025
Tender Amount₹ 42,02,62,000
Costs
EMD
₹ 84,05,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Summary
Mmbcb (mdr) Km-39 Se Asanahar Banwasi Seva Ashram Hote Hue Chhattisgarh Border Tak Marg
Description
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Contact
Tender Id
2024_CEMRZ_984250_1Bid Award Id
ViewTender No
5825/53 M-MZP Circle/24 Date-07.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
7812
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
12277
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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 carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
14434.62
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Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
20940
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Providing and applying Primer Coat with bitumen (SS1) Grade bitumen emulsion on prepared surface of Granual Base including cleaning of road surface and spraying primer at the rate of .70kg/sqm using mechanical means .
79158.75
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 4.5 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. 505 complete in all respects.
4749.53
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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
79158.75
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 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 MORTH specification clause No. 507 complete in all respects
2374.76
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Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
14791.88
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(b) Reinforced Cement Concrete SOR No2.6 (ii)b
5668.73
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Flexible Pavement
91.8
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Granular Surface
344.25
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling.
16714.86
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC grade- M 10 ) (Nominal Mix 1:3:6)
2142.18
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RCC Grade M35 using batching plant transit mixer & manual placing in Super structure.
6523.12
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
6309.28
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1,no fragment weighing not less tan 40 kg, laid dry complete as per drawings and technical specifications clauses 1301 .
1039.5
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
216
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Providing and Laying 10 cm dia PVC pipes for Weep Holes.
510
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Running of 5 HP pump for dewatering I/C arrengement of pump sunction and Delivery pipe and other acessories at site I/C cost of POL NS page49
3150
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Stone Masonary.in 1:3 fondation
10112.12
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Stone Masonary.in 1:3 in Super stracture
357.56
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R.C.C grade M-25
60.2
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R.C.C grade M-20
172.2
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Struct cement pointing
292326.68
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
180.18
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Providing and laying of Hume pipe i/c vat and cartage
240
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Providing and laying of Coller i/c vat and cartage
63
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E/W In embankment in ordinary soil for Cushion
563.4
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
39.57
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PCC. M-15
153.9
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 150 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications .
2052
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TRAFFIC SIGNS - GIVE WAY/ coutionary signage (90 cm equilaterial triangle) (as per IRC:67-2012)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) 90 cm equilaterial triangle
12
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Speed Limit Sign at Curve and Other Place
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing
5
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Center Line Edge Line (Thermo Plastic Paint)
Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 2.5 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I.
2850
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5th kilometre stone (precast)
3
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Ordinary kilometer stone (precast)
11
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Hectometer stone (precast)
57
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