Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date14 Nov 2024
Closing Soon24 Dec 2024
Tender Amount₹ 12,60,00,000
Costs
EMD
₹ 25,20,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Widening And Strengthening Work In One And Half Lane From Chainage 2.450 To
Description
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Contact
Tender Id
2024_CEUFZ_972394_2Tender No
2859/1com-sul.Ame.cir/2024-25 Date-25-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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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. complete as per MoRTH clause 406
560
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Providing, laying, spreading and compacting of existing granular material adding cement and admixture using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized/stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve design unconfined compressive strength.
7009
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Providing, laying, spreading and compacting graded Sukrut stone aggregate to Stablised wet mix macadam ETA (WMM + 1 % Cement+3.5 % Bitumen Emulsion) 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. complete as per MoRTH clause 406
3381
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH Specification-503 for B.C.
34590
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Providing and laying bituminous concrete 30/40 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
1375
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with M-40, 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. As per MoRTH Specification-602
3238
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For Retaining Wall
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
171
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SOR No.Chapter-4 (2.27)
31
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P/L cement concrete 1:3:6 having 6 part of Stone Ballast (20 mm nominal size):3 part of coarse sand :1 part of cement and curing complete i/c suplly of all materials,labour & T&P etc. required for proper completion of work.As per direction of E/I.As per SOR chapter no.-5 (4.1.5)
31
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Reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25)
28
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600
2020
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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. As per MoRTH Spc. 305
5500
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Construction of Hume Pipe culverts Earth work in excavation by mechanical means (Hydraulic excavator)/ Manual means over areas (excedding 30 cm in depth, 1.5 M in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and to lift upto 1.5 m, as directed by engineer in charge as per DAR 2.6.1
261.48
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Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per DAR 4.1.8
11.39
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Providing and laying 40 mm gauge brick ballast below pipe and in sides.as per PWD spec. no 1.2
58.33
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Supply of 350 NP3 pipe as per MORTH 9.3, 1100
120
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Supply of 600 NP3 pipe as per MORTH 9.3, 1100
80
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Supply of 1000 NP3 pipe as per MORTH 9.3, 1100
30
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Laying & fixing of 350 NP-3 pipe with collers As per MORD 9.3, 1100
120
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Laying & fixing of 600 NP-3 pipe with collers As per MORD 9.3, 1100
80
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Laying & fixing of 1000 NP-3 pipe with collers As per MORD 9.3, 1100
30
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Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1
83.87
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Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1
191.95
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12mm cement plaster in 1:4 cement & coarse sand mortar. As per DAR 13.4.1
10.89
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Construction of U-Type drain in abadi portion (450x500 MM)
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.
2500
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Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per SI 280
390
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.As per direction of E/I,As Per SI N0-288
750
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Supplying, fitting and placing Mild steel reinforcement complete in foundation as per drawing and Technical Specification. As per direction of E/I,
3600
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Extention of R.C.C / Arch Culverts.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.As per Direction of E/I.
226
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Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per SOR Chapter-5 (4.1.8)
12
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Brick masonry work in 1:4 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per SOR Chapter-6 (6.1.1)
50
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).
All works above plinth level upto floor V level.As per SOR Chapter-5 (5.33.2)
35
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Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification.
7080
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Plastering with cement mortar (1:4 ) on brick work in sub-structure.As per SOR Chapter-11 (13.4.1)
53
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S/F KM Stone,Hecto-stone, etc complete work
8.33
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05 Year Maintenance Cost 2nd Year Maintenance Cost @0.25% on Construction Cost
1
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3rd Year Maintenance Cost @0.50% on Construction Cost
1
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4th Year Maintenance Cost @0.75% on Construction Cost
1
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5th Year Maintenance Cost @1.00% on Construction Cost
1
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