Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date30 Jan 2025
Closing Soon25 Feb 2025
Tender Amount₹ 10,25,00,000
Costs
EMD
₹ 20,50,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Summary
Widening And Strengthening Work Of The Road From Sarpatha Headquarters To
Description
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Contact
Tender Id
2025_CEMRZ_999685_1Tender No
157/53m-mzp cir/2024-25 date- 10.01.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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.
1844
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Providing and applying primer coat with bitumen emulsion SS-2 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 as per MoRTH Specification 5.1 (502).
13650
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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. 507 complete in all respects.
3217.5
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Providing and applying tack coat with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRTH Specification 5.2 (503).
72150
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects
1287
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construction of U type RCC Drain in both sides of the road etc. up to out fall
1500
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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. 303.1
2400
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Earthwork in excavation for foundation of structure as per drawings and technical specification, including setting out, construction of shoring and bracing, removal of sumps and other deleterious matter, dress of sides and bottom backfilling with approved material.
1757.15
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PCC Grade M-15 in open Foundation complete as per drawing and Technical specifications.
141.72
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Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
269.96
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Floor Apron-Construction of floor apron required thick comprising of plan cement concete m-20 Grade
297.4
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Flexible Apron-Construction of flexible apron 1 m thick comprising of loose stone boulder weighing not less than 40 kg beyond curtain wall.
238.55
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Furnishing and Placing M-25 RCC in super-structure as per drawing and technical specification.
248.59
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Providing and laying cement concrete wearing course M 30 including reinforcement complete as per drawing and technical specifications clauses 800and 1206.3
12.01
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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 1:20 (V:H) towards drawing force. Complete as per drawing and technical specifcations.
49.68
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
254.88
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Drainage Spouts complete as per drawing and tehnical specification.
8
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Supply fitting and placing HYSD Bar reinforcement in super structure complete as per drawing and technical specifications.
29.27
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Rainforced cement concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800and 1211
50.4
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Running of 5HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories at site including cost of POL.
144
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Dismantling of existing culvert (Brick work, RCC work, ) and including stacking of dismentaled materials as directed by Engineer-in-charge within a distance of 60 meters.
2
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Providing and laying reinforced cement concrete pipe NP3 for 600MM dia H.P. 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 walls and parapets Clause 1106.
39
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Providing and laying reinforced cement concrete pipe NP3 for 900MM dia H.P. 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 walls and parapets Clause 1106.
25
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Back filling with local sand behind abutment, wing wall and return wall complete as per drawing and technical specification.
89.35
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Construction of stone pitching 300 mm thick comprising of loose stone boulder weighing not less than 40 kg beyond curtain wall.
40.68
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