Public Works Department Tender
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Public Works Department - PWD Tender
Civil Works Roads
Eprocure
Opening Date25 Nov 2019
Closing Date11 Dec 2019
Tender Amount₹ 2,59,41,000
Costs
EMD
₹ 5,18,820Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2019_CEPWD_170286_7Bid Award Id
ViewTender No
NIT No. 05/2019-20 Circle Sawai MadhopurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.rajasthan.gov.in
GEM & Bid Advisory Services
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BOQ Items
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A/R to Meena Koleta
2625
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5
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Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means In area of light jungle
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-
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A/R to Meena Koleta
1.2
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8445
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Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
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-
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Bamanwas Morasagar
525
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27
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Bamanwas Liwali Gurla
750
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27
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A/R to Meena Koleta
525
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27
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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.
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-
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Bamanwas Morasagar
525
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54
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Bamanwas Liwali Gurla
750
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54
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A/R to Meena Koleta
525
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54
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Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)
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-
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Bamanwas Morasagar
22500
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9
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Bamanwas Liwali Gurla
8520
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9
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A/R to Meena Koleta
9000
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9
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
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-
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Bamanwas Morasagar
300
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519
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Bamanwas Liwali Gurla
900
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519
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A/R to Meena Koleta
276
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519
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Mechanical Means: Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.)
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-
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Bamanwas Morasagar
886.875
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1136
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Bamanwas Liwali Gurla
412.5
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1136
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A/R to Meena Koleta
196.875
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1136
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Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for GradingII(19 mm nominal size)
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-
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Bamanwas Morasagar
1650
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4244
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Bamanwas Liwali Gurla
781
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4244
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A/R to Meena Koleta
562.5
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4244
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
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-
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Bamanwas Morasagar
11825
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20
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Bamanwas Liwali Gurla
4620
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20
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A/R to Meena Koleta
2625
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20
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
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-
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Bamanwas Morasagar
41250
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7
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Bamanwas Liwali Gurla
15620
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7
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A/R to Meena Koleta
11250
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7
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . Using VG-30 binder
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-
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Bamanwas Morasagar
41250
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86
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Bamanwas Liwali Gurla
15620
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86
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A/R to Meena Koleta
11250
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86
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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 and B seal coats) Case - II : Type B
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-
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Bamanwas Morasagar
41250
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34
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Bamanwas Liwali Gurla
15620
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34
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A/R to Meena Koleta
11250
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34
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 80 mm x 60 mm rectangular
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-
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Bamanwas Morasagar
5
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4332
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Bamanwas Liwali Gurla
4
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4332
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A/R to Meena Koleta
3
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4332
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
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-
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Bamanwas Morasagar
1.08
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7384
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Bamanwas Liwali Gurla
1.08
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7384
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A/R to Meena Koleta
1.08
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7384
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) Over 10 cm in width
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-
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Bamanwas Morasagar
225
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90
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Bamanwas Liwali Gurla
123.75
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90
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A/R to Meena Koleta
37.5
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90
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast)
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-
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Bamanwas Morasagar
6
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1391
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Bamanwas Liwali Gurla
4
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1391
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A/R to Meena Koleta
3
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1391
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Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) Single Row for one utility service
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-
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Bamanwas Morasagar
70
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2106
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Bamanwas Liwali Gurla
50
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2106
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A/R to Meena Koleta
40
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2106
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 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 )
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-
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Bamanwas Liwali Gurla
132
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5205
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