Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date5 Jul 2023
Closing Date20 Jul 2023
Tender Amount₹ 2,30,72,768
Costs
EMD
₹ 5,51,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
139941Bid Award Id
ViewTender No
139941Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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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.
2830
249040
88
... More
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
Earth Work Summary Sheet (B)
794.28
72279
91
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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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1094.62
84286
77
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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)
17216.06
4235151
246
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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
5404.82
1362014
252
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
1607.77
3405257
2118
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construction of 1st layer of bio enzyme based soil stabilizzed construction of st layer of bio enzyme based soil stabilized layer to a requrired 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 unifom layer with motor grader on prepared surface mixing by mix in place method with rotavetor at omc and composting 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 hte work except material like soil and metal. the soil will have pl between 7& 12% and clay % by hydrometry should be more than 20% and less than 40%
2219.56
3347096
1508
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construction of 2nd layer of bio enzyme based soil stabilized layer construction of 2nd layer of bio enzyme based soil stabilized layer to a required thickness as per manufacture design with lacal soil material/grave/ murrom having CBR greater than 6% and treating it with Terrazyme 11x concetrate In the ratio 1lt for 28.0 cum soil with 30% 40 mm crusher broken metal in design mix, 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 , material , soil, metal & equipment etc. Complete as per the direction of engineer in - charge of the work . The soil will have PI between 7&10 % and clay % by hydrometery should be more than 20% and less than 30%.
2137.53
3368747
1576
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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)
4564.88
1278166
280
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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
21478.13
1288688
60
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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.
21478.13
386606
18
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20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic
20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight.
Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification.
(II) Bitumen (VG-30)
21436.88
3665706
171
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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 Bitumen Emulsion(SS-2).As per technical Specification Clause 508.2
Type C as per technical Specification Clause 510
21478.13
1288688
60
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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
10.44
69123
6621
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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
4.32
28227
6534
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Providing & Fixing of P.W.D. 'Logo' board & cautionary Board
Providing and fixing of typical P.W.D. logo board as per MoRD specifications and drawings.
2
18552
9276
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Providing and Fixing Informtory and Logo Board of PMGSY Project
-
-
-
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Providing and fixing of typical P.W.D. informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
38498
19249
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Providing and fixing 'Citizen Information Board' of P.W.D.. Project (A) Providing and fixing of typical " PWD 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
2
39242
19621
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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)
-
-
-
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5th Kilometre Stone (precast)
2
10360
5180
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Ordinary Kilometre Stone (precast)
4
12288
3072
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200 m stone (precast)
22
14256
648
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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 IN EVERY 100M BOTH SIDE.
112
81088
724
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Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .(A) 600 mm Dia.
40
163960
4099
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Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)
56.6
47884
846
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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. For Toe Wall
(i) Ordinary Soil
16
5664
354
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I st year Maintenance Cost @40000 Rs/Km
5.66
226400
40000
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II nd year Maintenance Cost @50000 Rs/Km
5.66
283000
50000
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III rd year Maintenance Cost @80000 Rs/Km
5.66
452800
80000
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IV th year Maintenance Cost @120000 Rs/Km
5.66
679200
120000
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V th year Maintenance Cost @160000 Rs/Km
5.66
905600
160000
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Total Maintenance Cost Rs.
-
2547000
-
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G. Total Rs.
-
27520367
-
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Say Rs.
-
275
-
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