Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Mar 2025
Closing Soon11 Mar 2025
Tender Amount₹ 10,36,42,000
Costs
EMD
₹ 20,73,000Document Cost
₹ 12,154Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEDPW_1013079_1Tender No
477/8 Kam/e_Tendering/2024-25 Dated 04-02-2025Tender 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 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.[MORTH Ref. SI No. 3.19 - 305.]
2618
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Dismtiling of flexible pavement and disposal of dismantled material upto alead of 1000 meter stacking servicable and unserviceable material sepretally [MORTH Ref. SI No. 202]
30
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Granular Sub-base (Grading-I) By Mix in Place Method :- 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 [MORTH Ref. SI No. 4.1 B - 401.]
2310
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Wet Mix Macadam :- 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [MORTH Ref. SI No. 4.14 B - 406.]
5836.25
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Prime Coat over WMM :- Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. [MORTH Ref. SI No. 5.01 - 502.] (Including cost of Emulsion SS-1)
27500
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Tack Coat :- 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.[MORTH Ref. SI No. 5.02 - 503.] ( Including cost of Bitumen VG -10 )
28091.25
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Dense Graded Bituminous Macadam Grading II :- 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. [MORTH Ref. SI No. 5.04 B - 505.]( Including cost of Bitumen VG -30 )
1664.74
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Bituminous Concrete Grading II :- 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.
[MORTH Ref. SI No. 5.05 B - 507.] ( Including cost of Bitumen VG -30 )
833.91
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Construction of subgrade and earthen shoulders :- 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 [MORTH Ref. SI No. 3.18 - 305.] (Local Earth)
4482.24
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Construction of subgrade and earthen shoulders :- 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 [MORTH Ref. SI No. 3.18 - 305.] (Carted Earth)
348
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Dismantiling of existing structure like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the seriveable material with all lifts and lead of 1000 metres
78
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Excavation for Structures :- 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.[MORTH Ref. SI No. 12.1 (I) B - 304.]
1420.82
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PCC 1:3:6 in Foundation :- Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. [MORTH Ref. SI No. 12.04 - 2100.]
206.9
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Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
[MORTH Ref. SI No. 12.05 - 1300.]
25.94
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Providing and Laying Reinforced Cement Concrete Pipe NP4 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 and masonry works in head parapets Clause 1106. [PWD SOR CH-20/10 + CH-1] (900 mm Dia)
20
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. [MORTH Ref. SI No. 15.08 - 1300 & 2200.]
30.99
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & manual placing.
[MoRTH Ref. Sl.No. 12.08 C Case II- 1500, 1700 & 2100 ]
346.68
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M30 , Using Batching Plant, Transit Mixer and Concrete Pump.[MoRTH Ref. Sl.No. 14.01C (i)(p)- 1500, 1600 & 1700 ]
207.76
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Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications. [MoRTH Ref. Sl.No. 15.18- 2702]
8.73
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . [MoRTH Ref. Sl.No. 14.02- 1600]
28.11
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. [MoRTH Ref. Sl.No. 15.14- 2706 & 2200]
315
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specifications.
[MoRTH Ref. Sl.No. 15.23 A, Granular material -710.1.4.of IRC:78 & 2200 ]
43.2
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Flexibale apron Construction of flexible apron comprising of loose stone boulders withing not less than 40 kg beyond curtain wall
132.3
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Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 percent bitumen by weigth
24
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Kilometre Stone : - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.[MoRTH Ref. Sl.No. 8.14 -804] (i) 5th kilometre stone (precast)
2
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Kilometre Stone : - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.[MoRTH Ref. Sl.No. 8.14 -804] (ii) Ordinary kilometer stone (precast)
3
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Kilometre Stone : - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. [MoRTH Ref. Sl.No. 8.14 -804] (iii) Hectometer stone (precast)
20
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