Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date25 Sep 2019
Closing Date3 Oct 2019
Tender Amount₹ 2,43,16,000
Costs
EMD
₹ 4,86,320Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPWD_164426_2Bid Award Id
ViewTender No
NIT No. 04/2019-20 EE PWD Dn. II Sawai MadhopurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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c) Khandar Talawara Naipur Road
525.6
-
-
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d) A/R to Bagora
260
-
-
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e) A/R to Veerpur
130
-
-
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f) MDR 3 to Sonakach
381.37
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
381.37
-
-
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h) Sonakach to Meena Khedi
260.88
-
-
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Total
3636.3
-
84
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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.
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
150.11
-
3203
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
-
-
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Random Rubble Masonry
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
632.59
-
3144
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random rubble masonary
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
337.24
-
-
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c) Khandar Talawara Naipur Road
788.4
-
-
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d) A/R to Bagora
546.25
-
-
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e) A/R to Veerpur
273.13
-
-
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f) MDR 3 to Sonakach
414.71
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
414.71
-
-
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h) Sonakach to Meena Khedi
140.52
-
-
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Total
2914.96
-
3302
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification using concrete mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
186.64
-
-
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b) A/R to Moroj
102.8
-
-
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Total
289.44
-
5188
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M25 using concrete mixer
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
33.97
-
-
... More
f) MDR 3 to Sonakach
39.5
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
39.5
-
-
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h) Sonakach to Meena Khedi
67.42
-
-
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Total
180.39
-
4460
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
26.23
-
60737
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Reinforced cement concrete wearing coat at any level including formwork and reinforcement completed as per drawing and technical specification. [MoRTH Specification 2202(N),1500(N)&1700(N)] M-30 grade
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
33.03
-
-
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b) A/R to Moroj
22.88
-
-
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Total
55.91
-
7577
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
48.44
-
-
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b) A/R to Moroj
1800
-
-
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Total
1848.44
-
155
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Pointing of stone masonry in cement mortar (1:3) raised & cut pointing.
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
503.2
-
-
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c) Khandar Talawara Naipur Road
438
-
-
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d) A/R to Bagora
160
-
-
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e) A/R to Veerpur
80
-
-
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f) MDR 3 to Sonakach
242.72
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
242.77
-
-
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h) Sonakach to Meena Khedi
85.64
-
-
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Total
1752.33
-
471
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
154.8
-
-
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b) A/R to Moroj
174
-
-
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Total
328.8
-
538
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
296
-
-
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b) A/R to Moroj
560
-
-
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Total
856
-
89
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
17.52
-
-
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b) A/R to Moroj
12
-
-
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Total
29.52
-
7137
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
68
-
-
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b) A/R to Moroj
45
-
-
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Total
113
-
1498
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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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a) Beharwanda Khandar Baler Karanpur Road MDR -03
1200
-
56
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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) for Grading III material
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
180
-
544
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Wet Mix Macadam (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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
204.48
-
-
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f) MDR 3 to Sonakach
29.62
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
29.62
-
-
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h) Sonakach to Meena Khedi
50.56
-
-
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Total
314.28
-
1084
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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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a) Beharwanda Khandar Baler Karanpur Road MDR -03
672
-
21
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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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a) Beharwanda Khandar Baler Karanpur Road MDR -03
672
-
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) for GradingII(19 mm nominal size)
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
33.6
-
4456
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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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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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a) Beharwanda Khandar Baler Karanpur Road MDR -03
672
-
90
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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 I type A
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
672
-
45
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Direction and Place Identification signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
-
-
-
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a) Beharwanda Khandar Baler Karanpur Road MDR -03
1.08
-
13530
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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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a) Beharwanda Khandar Baler Karanpur Road MDR -03
2
-
4648
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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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b) A/R to Moroj
319.24
-
-
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c) Khandar Talawara Naipur Road
5.84
-
-
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d) A/R to Bagora
2
-
-
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e) A/R to Veerpur
1
-
-
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f) MDR 3 to Sonakach
2.06
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
2.06
-
-
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Total
332.2
-
4082
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M25 Height upto 5m using concrete mixer
-
-
-
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b) A/R to Moroj
274.97
-
4730
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-20
-
-
-
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b) A/R to Moroj
24
-
-
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f) MDR 3 to Sonakach
14.22
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
14.22
-
-
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h) Sonakach to Meena Khedi
30.5
-
-
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Total
82.94
-
4101
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificati
-
-
-
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b) A/R to Moroj
11.36
-
61772
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
-
-
-
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b) A/R to Moroj
9
-
3591
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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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c) Khandar Talawara Naipur Road
65.7
-
-
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d) A/R to Bagora
30
-
-
... More
e) A/R to Veerpur
15
-
-
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f) MDR 3 to Sonakach
23.18
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
23.18
-
-
... More
Total
157.05
-
2739
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Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
-
-
-
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f) MDR 3 to Sonakach
11.18
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
11.18
-
-
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h) Sonakach to Meena Khedi
14.5
-
-
... More
Total
36.86
-
3295
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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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f) MDR 3 to Sonakach
15
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
15
-
-
... More
Total
30
-
4137
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation 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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f) MDR 3 to Sonakach
19.76
-
-
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g) MDR 3 to Barwas Rameshwar Ghat Road
19.76
-
-
... More
h) Sonakach to Meena Khedi
33.72
-
-
... More
Total
73.24
-
3310
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Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double 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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h) Sonakach to Meena Khedi
15
-
8354
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