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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date5 Feb 2025
Closing Soon7 Mar 2025
Tender Amount₹ 33,52,00,000
Costs
EMD
₹ 50,00,000Document Cost
₹ 2,725Tender Fee
Refer Documents
Summary
Widening And Strengthening Work Of Two Lanes Baheri Bahpur Nadeli Bhudia Colony (odr) In District Bareilly
Description
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Contact
Tender Id
2025_CEBLY_1002691_1Tender No
865/413C(E-Tender)-3/24-25 Dated 24.01.2025Tender 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.(FOR SHIFTING AND COMPACTION ONLY) (Data Book Sr. no. - 3.17)
22809.1
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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
7341.6
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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 Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
16167
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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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
16566.8
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Providing and laying priming coat with bitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rate of 0.60 Kg. Per sqm on the prepared surface of granular base cleaned with mechanical broom.
239792
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Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
239792
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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 @ 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.
5994.8
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Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 MoRT & H Specifications Clause 509 complete in all respects.
3652.9
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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 with approved material.
3592.7
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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.
420.6
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 As per Ref to MoRTH specifications 1500, 1700 & 2100 Sr.No 12.8 RCC Grade M20
982.8
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
624
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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.
149.4
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Providing and laying reinforced cement concrete pipe 1000 mm dia NP3 hume 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 and masonry
30
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RCC Grade M20- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
26.1
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
214.2
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Sand Filling in Foundation Trenches as per Drawing & As per MoRT&H specification Cl. 304
91.5
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Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M 25
974.3
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications MORTH
540.8
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Providing cost of dewatering including cost of boaring, laying of 4" dia P.V.C. Pipe, Hire charges of 7.50 K.V. Deisal pumping Set, Hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set.
144
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Earth work in excavation for foundation of structure as per drawing and technical specification , including setting out , construction of shoring and bracing and removal of stumps dressing of sides ,bottom and backfilling with approved materials.(Depth up to 3.00 Mtr) For Bridge
303.8
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Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. For Bridge
5.2
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Reinforced Cement Concrete, Grade M-25 in Well Foundation complete as per Drawing and Technical Specificationplacing.(Well Curb) For Bridge
44.8
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Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing and Technical Specification. For Bridge
708.4
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Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. For Bridge i) depth below bed level up to 3.0M For Bridge
24
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Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. For Bridge ii) depth below 3.00 to 10 M
56
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Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. For Bridge iii) Beyond 10.00
51
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PCC Grade M 25 in BOTTOM PLUG Case-II. using batching plant and manual placing for Bridge
209.9
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PCC M 25 IN INTERMEDIATE PLUG Case-II. Using batching plant and manual placing for Bridge
23.1
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Sand filling in foundation tranches as per drawing and technical specification for Bridge
905.5
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Reinforced Cement concrete grade - M 30 in WELL CAPS Case-II. using batching plant transit mixer and manual means. for Bridge
152.6
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RCC M 30 in SUBSTRUCTURE in Piers, Pier caps, Abutment columns, Abutment beams, Back Walls & Wing walls etc.
69.1
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in piers caps
85
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications abutment columns
42.9
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications abutment top beams
38
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in back walls
11.5
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in wing walls
23.1
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RCC M 35 in super structureslab, beams, Back Walls & Wing walls etc.
430.3
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Supplying, Fitting and Placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
135
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Reinforced cement concrete approach slab RCC Grade M30 including reinforcement and form work complete as per drawing and Technical specification
36
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
79.2
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Supply and fixing of 100 mm dia PVC pipe for services in footpaths per drawings
36
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications (with Local sand)
60
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
36
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring
60
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Drainage Spouts complete as per drawing and Technical specification
36
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Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty). S.I. 253
9506
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Providing and laying filter media under pitching laid dry in front of toe of embankment complete as per drawing and technical specifications.
684
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Providing and laying stone boulder pitching using 25-60 kg stone boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications (MORT&H Specification no 2504)
1250
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
200
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Excabation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3
267.2
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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)
85.1
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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 Clause no.600,1200&1203
180
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Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification clauses 613 & 1204
1233.6
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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 (Grade M 20)
22.4
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