Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date5 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 1,89,60,000
Costs
EMD
₹ 3,79,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165354Tender No
165354Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with all lift and lead of 50 m as per Technical Specification Clause 307.
1400
76
106400
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Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3250
78
253500
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Construction of Embankment with Material Obtained from Roadway Cutting
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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
4617.48
66
304754
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Construction of Embankment with Material Obtained from Pits
Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)
Earth Work Summary Sheet (J)
13459.63
211
2839981
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Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b)
2202.55
216
475751
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Construction of 1st layer of Bio enzyme based soil stabilized layer to a required thickness as per manufacturer design with local soil material/gravel/muroom having CBR greater than 6% and treating it with TerraZyme 11x in the ratio for 26 cum soil spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification incl all labour, equipment etc. Complete as per the direction of engineer in-charge of the work except material like soil and metal. The soil will have PI between 7 & 12 % and clay % by hydrometery should be more than 20% and less than 40%
1426.35
1291
1841418
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Water Bound Macadam with Crushable Screenings
WBM Grading 2 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
1346.14
1351
1818635
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Water Bound Macadam with Crushable Screenings
WBM Grading 3
Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
1019.46
1816
1851339
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Construction of subgrade and earthen shoulders Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM)
2121.54
240
509170
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Prime Coat (Low Porosity)
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
13522.09
52
703149
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
13522.09
16
216353
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20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006
13488.58
146
1969333
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006
13522.09
52
703149
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Semi-Reflective Traffic signs upto 0.90 sqm
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
6.48
5675
36774
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Semi-Reflective Traffic signs
more than 0.90 sqm sign board
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
3.24
5600
18144
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Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back
1
16818
16818
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Kilometre Stones & Boundary Pillar
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)
5
2633
13165
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Kilometre Stones & Boundary Pillar
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)
14
556
7784
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Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
34
620
21080
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Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of stone masnory disposal unserviceable material & stacking the serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. By Manual Means (A) Rubble Stone Masonry in Lime/Cement/mud mortar
75.68
300
22704
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Removing all type of hume pipe & stacking within a lead of 1000m includiung earth work & dismentaling of masnory work as per technical specification Clause 202 ©Above 600mm dia Hume pipe
15
197
2955
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Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
(I) Ordinary soil
(i) up to 3 m depth
626.61
304
190490
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Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9
I. Sand filling
29.51
1093
32253
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5)
315.22
4477
1411222
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
For height upto 5 m II. P.C.C grade M 15(Nominal mix (1:2.5:5)
192.08
4618
887030
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
For height upto 5 m
II. P.C.C. grade M 20 (Nominal mix (1:2:4)
15.11
5179
78229
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.77
64348
49548
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Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
164
287
47068
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
75.03
1549
116217
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
II. R.C.C M 25 (Design mix)
45.7
6268
286473
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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
4.58
65472
299993
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Filler Joint
(ii) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
2
370
740
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(i) Granular material
56.29
878
49423
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Maintenance Cost 1st Year
3.5
40000
140000
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Maintenance Cost 2nd Year
3.5
50000
175000
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Maintenance Cost 3rd Year
3.5
80000
280000
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Maintenance Cost 4th Year
3.5
120000
420000
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Maintenance Cost 5th Year
3.5
160000
560000
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