Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date27 Dec 2019
Closing Date15 Jan 2020
Tender Amount₹ 2,81,84,000
Costs
EMD
₹ 5,63,680Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2019_CEPWD_173912_4Bid Award Id
ViewTender No
NIT No. 07/2019-20 SE PWD Circle SWMTender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.rajasthan.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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c) Rawasa to Badagaon Sarwar to Hindupura
0.1
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8445
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
-
-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
1875
-
5
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b) A/R to Hathdoli
9375
-
5
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c) Rawasa to Badagaon Sarwar to Hindupura
5625
-
5
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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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a) Bonli Lakhanpur Borkheda Mitrapura Road
3150
-
27
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b) A/R to Hathdoli
1125
-
27
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c) Rawasa to Badagaon Sarwar to Hindupura
813.95
-
27
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d) Behanoli to Bagroli
1542.15
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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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a) Bonli Lakhanpur Borkheda Mitrapura Road
3030
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54
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b) A/R to Hathdoli
1125
-
54
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c) Rawasa to Badagaon Sarwar to Hindupura
900
-
54
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d) Behanoli to Bagroli
1542.15
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54
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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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for grading-III Material
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-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
2200
-
519
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b) A/R to Hathdoli
825
-
519
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c) Rawasa to Badagaon Sarwar to Hindupura
689.75
-
519
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d) Behanoli to Bagroli
1144.54
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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- II (Using Screening Crushable type such as Moorum or Gravel)Using Screening Type-A (13.2mm Agg.)
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-
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b) A/R to Hathdoli
565.31
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1090
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c) Rawasa to Badagaon Sarwar to Hindupura
281.25
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1090
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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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a) Bonli Lakhanpur Borkheda Mitrapura Road
843.75
-
1136
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b) A/R to Hathdoli
703.13
-
1136
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c) Rawasa to Badagaon Sarwar to Hindupura
281.25
-
1136
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d) Behanoli to Bagroli
1066.68
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1136
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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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a) Bonli Lakhanpur Borkheda Mitrapura Road
11475
-
20
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b) A/R to Hathdoli
8797.5
-
20
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c) Rawasa to Badagaon Sarwar to Hindupura
3258.9
-
20
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d) Behanoli to Bagroli
14508.23
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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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a) Bonli Lakhanpur Borkheda Mitrapura Road
38250
-
7
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b) A/R to Hathdoli
8797.5
-
7
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c) Rawasa to Badagaon Sarwar to Hindupura
8996.4
-
7
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d) Behanoli to Bagroli
14508.23
-
7
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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)
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-
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for GradingII(19 mm nominal size)
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-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
1912.5
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4244
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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.)
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-
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Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
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-
-
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Using VG-30 binder
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-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
38250
-
86
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b) A/R to Hathdoli
8797.5
-
86
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c) Rawasa to Badagaon Sarwar to Hindupura
8996.4
-
86
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d) Behanoli to Bagroli
14508.23
-
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)
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-
-
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Case - I : Type B
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-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
38250
-
34
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b) A/R to Hathdoli
8797.5
-
34
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c) Rawasa to Badagaon Sarwar to Hindupura
8996.4
-
34
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d) Behanoli to Bagroli
14508.23
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34
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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)
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-
-
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Ordinary Kilometer stone (Precast)
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-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
12
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1391
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b) A/R to Hathdoli
3
-
1391
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c) Rawasa to Badagaon Sarwar to Hindupura
4
-
1391
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d) Behanoli to Bagroli
4
-
1391
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Hectometer stone (Precast)
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-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
40
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404
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b) A/R to Hathdoli
14
-
404
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c) Rawasa to Badagaon Sarwar to Hindupura
15
-
404
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d) Behanoli to Bagroli
16
-
404
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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)
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-
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a) 90cm equuilateral triangle
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-
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c) Rawasa to Badagaon Sarwar to Hindupura
3
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3614
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b) 80 mm x 60 mm rectangular
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-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
3
-
4332
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b) A/R to Hathdoli
2
-
4332
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c) Rawasa to Badagaon Sarwar to Hindupura
2
-
4332
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d) Behanoli to Bagroli
2
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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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a) Bonli Lakhanpur Borkheda Mitrapura Road
1.8
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7384
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b) A/R to Hathdoli
1.8
-
7384
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c) Rawasa to Badagaon Sarwar to Hindupura
1.8
-
7384
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d) Behanoli to Bagroli
1.8
-
7384
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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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b) A/R to Hathdoli
150
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5205
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c) Rawasa to Badagaon Sarwar to Hindupura
114.75
-
5205
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d) Behanoli to Bagroli
155.25
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5205
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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.)
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-
-
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Single Row for one utility service
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-
-
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c) Rawasa to Badagaon Sarwar to Hindupura
22.5
-
2106
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b) A/R to Hathdoli
30
-
2106
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Excavation for Structures (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.) Ordinary soil manual means upto 3 mtr depth
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-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
116.04
-
80
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Plain cement concrete 1:4:8 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
-
-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
7.95
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2609
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specificati Random rubble masonary
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-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
129.65
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3145
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 Using concrete mixer
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-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
15.53
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3888
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Laying Reinforced cement concrete pipe NP4/prestressed concrete 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 works in head walls and parapets . 1000mm dia
-
-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
0.92
-
3940
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
-
-
-
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a) Bonli Lakhanpur Borkheda Mitrapura Road
170.92
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449
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