Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Nov 2024
Closing Date13 Nov 2024
Tender Amount₹ 2,98,87,000
Costs
EMD
₹ 5,97,740Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_430076_2Bid Award Id
ViewTender No
E-NIT No. 01/2024-25 Circle Gangapur CityTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
1
9740
9740
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
0.89
9740
8668.6
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
1
9740
9740
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 thorny jungle
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-
-
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
0.35
12052
4218.2
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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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
1600
30
48000
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
1417.5
30
42525
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
2520
30
75600
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
1800
30
54000
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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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
1600
61
97600
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
1417.5
61
86467.5
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
2520
61
153720
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
1800
61
109800
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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-
-
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
1620
189
306180
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.
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
3093.75
5
17015.63
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
2418.75
5
13303.13
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
4500
5
24750
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
937.5
5
5156.25
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
1875
5
10312.5
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading-III Material
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
986.1
822
810574.2
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
140
822
115080
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
764.5
822
628419
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
301.25
822
247627.5
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
562
822
461964
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.)
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
1144.13
1191
1362652.88
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
401.63
1191
478335.38
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
1010.63
1191
1203654.38
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
577.5
1191
687802.5
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.)
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
6249.38
23
143735.63
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
6693.75
23
153956.25
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
3825
23
87975
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.
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
6249.38
7
46870.31
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
6693.75
7
50203.13
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
3825
7
28687.5
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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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
309.38
4895
1514390.63
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.) using VG-30 binder
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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
6249.38
99
618688.13
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
6693.75
99
662681.25
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
3825
99
378675
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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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
6249.38
38
237476.25
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
6693.75
38
254362.5
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
3825
38
145350
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
133
2123
282359
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
262.19
2123
556618.76
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
95
2123
201685
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
76
2123
161348
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
368.6
2123
782537.8
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
262.5
5739
1506487.5
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
510.75
5739
2931194.25
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
187.5
5739
1076062.5
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
112.5
5739
645637.5
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
727.5
5739
4175122.5
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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-
-
(B) Ordinary Kilometer stone (Precast)
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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
3
1604
4812
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
1
1604
1604
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
12
1604
19248
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
12
1604
19248
(C) Hectometer stone (precast)
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
9
466
4194
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
3
466
1398
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
120
466
55920
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
120
466
55920
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)
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
2.16
13530
29224.8
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
1
13530
13530
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
1.08
13530
14612.4
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
1.08
13530
14612.4
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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-
-
90 cm equilateral triangle
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
2
4168
8336
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
1
4168
4168
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
1
4168
4168
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
1
4168
4168
60 cm equilateral triangle
-
-
-
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
1
2930
2930
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
1
2930
2930
60 cm circular
-
-
-
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
1
3740
3740
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
1
3740
3740
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)
-
-
-
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
1
8517
8517
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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-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
116.49
666
77582.34
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
40
666
26640
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
50
666
33300
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 m depth
-
-
-
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
58.42
94
5491.67
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
404.73
94
38044.62
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
184.31
94
17324.67
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 m depth
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
11.84
92
1088.82
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
103.28
92
9501.3
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
31.52
92
2899.38
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
39.36
92
3621.12
(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.)
-
-
-
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
3.31
3603
11922.33
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.)
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
5.06
3616
18289.73
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
24.98
3616
90327.68
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
50.59
3616
182937.06
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
53.78
3616
194468.48
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
3.6
3450
12420
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
93.86
3450
323830.8
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
106.22
3450
366455.55
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
539.64
3450
1861758
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
268.61
3450
926714.85
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.
-
-
-
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
15.75
3499
55109.25
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
-
-
-
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
3
4118
12354
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
5.63
1062
597.38
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
183.09
1062
19444.16
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
104.69
1062
11117.55
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
449.7
1062
47758.14
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
268.7
1062
28535.41
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
0.23
4296
966.6
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
0.86
4296
3690.26
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
1.84
4296
7883.16
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
10.12
4296
43466.93
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
4.51
4296
19383.55
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' & 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.For Class - 'A' loading Span 451 to 700 mm Standard size 1000x800mm
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-
-
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
320
1689
540480
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
-
-
-
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
25.45
97
2468.65
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
150
97
14550
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
224.85
97
21810.45
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
150
97
14550
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
-
-
-
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
109.61
1072
117506.21
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
-
-
-
lEidZ lMd ck xqvkMh fdeh 0@0 ls 2@500
65.77
682
44853.78
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 . (A) 300 mm dia
-
-
-
lEidZ lMd [kqnL;k fdeh 0@0 ls 1@960
30
1860
55800
lEidZ lMd dqudVk [kqnZ fdeh 0@0 ls 0@645
37.5
1860
69750
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
30
1860
55800
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
50
1860
93000
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M20
-
-
-
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
14.54
4462
64877.48
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
29.08
4462
129754.96
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 . 1000 mm dia
-
-
-
lEidZ lMd [ksMkck jkex ls thon fdeh 0@0 ls 2@0
7.5
9177
68827.5
lEidZ lMd tSriqj fdeh 1@800 ls 3@800
15
9177
137655
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