Public Works Department Tender
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Costs
EMD
₹ 8,23,700Document Cost
₹ 5,000Tender Fee
₹ 1,000
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
2022_CEPWD_303196_2Bid Award Id
ViewTender No
NIT No. 11/2022-23 SE PWD Circle RajsamandTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
0.38
-
14589
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Binol to Dhanoli Km. 0/0 to 4/0
2
-
14589
... More
Kuraj to Kanakhera Road Km. 0/0 to 3/0
0.75
-
14589
... More
Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
1
-
14589
... More
Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
750
-
54
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Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
150
-
58
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
2100
-
40
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
350
-
40
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
3050
-
82
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
13136.81
-
82
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
6175
-
82
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Construction of Embankment with Material Deposited 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 table 300-2)
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
2700
-
36
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
111.2
-
36
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
350
-
36
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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 VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
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-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
12679.88
-
88
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Gilund Surawas via Gangas Km. 2/0 to 6/0
12679.88
-
88
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
3004.4
-
88
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Binol to Dhanoli Km. 0/0 to 4/0
14343.75
-
88
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
9218.25
-
88
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
6120
-
88
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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 - III : Type C (Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) By VG - 30
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
12679.88
-
49
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Gilund Surawas via Gangas Km. 2/0 to 6/0
12679.88
-
49
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
3004.4
-
49
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Binol to Dhanoli Km. 0/0 to 4/0
14343.75
-
49
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
9218.25
-
49
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
6120
-
49
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Primer Coat - 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 503 ( Low Porosity )
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
14343.75
-
31
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
11475
-
31
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
6120
-
31
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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
12679.88
-
10
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Gilund Surawas via Gangas Km. 2/0 to 6/0
12679.88
-
10
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
3004.4
-
10
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Binol to Dhanoli Km. 0/0 to 4/0
14343.75
-
10
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
9218.25
-
10
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
6120
-
10
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Granular Sub-base with Close Graded Material (Table:- 400-1). By Mix in Place Method (Construction of granular sub-base by providing close 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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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
1836
-
233
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Gilund Surawas via Gangas Km. 2/0 to 6/0
1836
-
233
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
229.5
-
233
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Binol to Dhanoli Km. 0/0 to 4/0
4802.29
-
233
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
1032.75
-
233
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
2386.8
-
233
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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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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
593.72
-
1015
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Gilund Surawas via Gangas Km. 2/0 to 6/0
593.72
-
1015
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
120.48
-
1015
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Binol to Dhanoli Km. 0/0 to 4/0
2323.69
-
1015
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
1721.25
-
1015
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
1147.5
-
1015
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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. - Mechanical Means. - Depth upto 3 m
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
87.11
-
49
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Gilund Surawas via Gangas Km. 2/0 to 6/0
87.11
-
49
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
111.19
-
49
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Binol to Dhanoli Km. 0/0 to 4/0
973.92
-
49
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
111.19
-
49
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
214.62
-
49
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. - RCC Grade M20. - With Batching Plant, Transit Mixer and Concrete Pump
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
117.07
-
3751
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Gilund Surawas via Gangas Km. 2/0 to 6/0
117.07
-
3751
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
12.19
-
3751
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Binol to Dhanoli Km. 0/0 to 4/0
622.36
-
3751
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
187.26
-
3751
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
164.92
-
3751
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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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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
16.93
-
3377
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Gilund Surawas via Gangas Km. 2/0 to 6/0
16.93
-
3377
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
2.25
-
3377
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Binol to Dhanoli Km. 0/0 to 4/0
230.97
-
3377
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
14.89
-
3377
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
30.41
-
3377
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed 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 . ) - 1000 mm dia
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
15
-
4550
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Gilund Surawas via Gangas Km. 2/0 to 6/0
15
-
4550
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Binol to Dhanoli Km. 0/0 to 4/0
52.5
-
4550
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
15
-
4550
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed 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 . ) - 300 mm dia
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
120
-
775
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Gilund Surawas via Gangas Km. 2/0 to 6/0
120
-
775
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
30
-
775
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Binol to Dhanoli Km. 0/0 to 4/0
120
-
775
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
60
-
775
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
120
-
775
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
6.58
-
57900
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
6.25
-
57900
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
1.34
-
57900
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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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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
507.19
-
4696
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Gilund Surawas via Gangas Km. 2/0 to 6/0
507.19
-
4696
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
164.12
-
4696
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Binol to Dhanoli Km. 0/0 to 4/0
225
-
4696
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
338.51
-
4696
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
300
-
4696
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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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Binol to Dhanoli Km. 0/0 to 4/0
275
-
105
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
49
-
105
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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.)
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
1125
-
335
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
771.6
-
335
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
480
-
335
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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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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
5
-
1395
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Gilund Surawas via Gangas Km. 2/0 to 6/0
5
-
1395
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
3
-
1395
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Binol to Dhanoli Km. 0/0 to 4/0
5
-
1395
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
4
-
1395
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
3
-
1395
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
-
-
-
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Binol to Dhanoli Km. 0/0 to 4/0
80
-
360
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
30
-
360
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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) - 90 cm equilateral triangle
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
30
-
5263
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Gilund Surawas via Gangas Km. 2/0 to 6/0
30
-
5263
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Binol to Dhanoli Km. 0/0 to 4/0
18
-
5263
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
12
-
5263
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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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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
5.57
-
12550
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Gilund Surawas via Gangas Km. 2/0 to 6/0
5.57
-
12550
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
3.31
-
12550
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Binol to Dhanoli Km. 0/0 to 4/0
4.42
-
12550
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
3.24
-
12550
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Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.40m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.50 to 1.00 Sqm with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
1
-
12500
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Gilund Surawas via Gangas Km. 2/0 to 6/0
1
-
12500
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
1
-
12500
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Binol to Dhanoli Km. 0/0 to 4/0
1
-
12500
... More
Kuraj to Kanakhera Road Km. 0/0 to 3/0
1
-
12500
... More
Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
1
-
12500
... More
Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.
-
-
-
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Dariba to Pachamta via Amarpura Sunariyakheda Km. 8/0 to 12/0
1
-
8239
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Gilund Surawas via Gangas Km. 2/0 to 6/0
1
-
8239
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Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
1
-
8239
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Binol to Dhanoli Km. 0/0 to 4/0
1
-
8239
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
1
-
8239
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Peepli Acharyan to Badliya via Seja Ka Rasta Km. 0/0 to 2/0
1
-
8239
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed 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 . ) - 600 mm dia
-
-
-
... More
Kuraj to Kanakhera Road Km. 0/0 to 3/0
60
-
2350
... More
Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) - By Mixing Plant : - For 45 mm maximum size
-
-
-
... More
Kuraj to Kanakhera Road Km. 0/0 to 3/0
1549.13
-
650
... More
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) - 60 cm equilateral triangle
-
-
-
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Kuraj to Kanakhera Road Km. 0/0 to 3/0
20
-
2950
... More
Kunwariya Kuraj Road Km. 8 to Pema Kheda Km. 0/0 to 1/0
6
-
2950
... More
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) - Hectometer stone (Precast)
-
-
-
... More
Kuraj to Kanakhera Road Km. 0/0 to 3/0
12
-
420
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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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Kuraj to Kanakhera Road Km. 0/0 to 3/0
1.8
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12035
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