Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2024
Closing Soon10 Jan 2025
Tender Amount₹ 4,77,80,000
Costs
EMD
₹ 9,56,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUCZ_988368_1Tender No
6842/352-C/Etender/2024 dated 12/12/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
1915
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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, as per clause 406.
800
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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .
8007
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Providing and laying dense graded bituminous macadam (GRADE 2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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.
1097
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm using mechanical means.
19892
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Providing and laying bituminous concrete (30 MM THICK) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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
418
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Construction of sub-grade and 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 Carted earth
159
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Construction of Divider Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
533
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Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
224
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
17
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Painting Lines, Dashes, Arrows, etc. on Roads in Two Coats on new work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint cinforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control,as per Morth 803 (8.11 & 8.12)
(over 10 cm. in width)
1664
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Construction of 1x1000 mm dia HP Culvert (EXTENSION)
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 with approved material.
10
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Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete an
10
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Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
2
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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203.
9
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Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4
8
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Plastering with cement mortar (1:3) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
0.4
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Construction of 1x3.00 mm Span RCC Slab Culvert (EXTENSION)
Excavation for structures as oper drawing and technical specifications clause 305.1 including setting out construction of soring and vracing removal of stumps and other deleterious material and disposal unto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material
92
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Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.
12
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Dewatering the ground water below spring level for excavation and foundation concreting including boring, operational &running charges of Diesel pump with oprater complete.
100
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Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days.
13
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Providing and laying reinforced cement concrete M 25 grade in Oprn foundation as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
88
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
9
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Providing weep holes in brick masonary abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification.
32
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Drainage Spouts complete as per drawing and Technical specification
4
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Back Filling behind abutment, Wing wall abd return wall complete sa per drawing and technical specification.
76
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Construction of R.C.C. (U Type drain)
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
552
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Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
69
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Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
143
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
9
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Routine maintinance Charge upto 5 years for any defect/damage found after construction of all works i/c restoration of paved surface, shoulders, culverts road furniture etc. complete as per direction of E/I
First Year - 0
Second Year - @ 0.25% cost of item no 1 to 14.40
1
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End of Third Year @ 0.50% cost of item no 1 to 14.40
1
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End of Fourth Year @ 0.75% cost of item no 1 to 14.40
1
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End of Fifth Year @ 1.00% cost of item no 1 to 14.40
1
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