Public Works Department Tender
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Costs
EMD
₹ 5,49,120Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_293686_1Bid Award Id
ViewTender No
NIT02/2022-2023 SE PWD CIRCLE DUNGARPURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
... More
Kolkhanda to Rama Ch.0/0 to 1/0
0.2
-
17206
... More
A/R to Amli Fala Ch.0/0 to 1/0
0.3
-
17206
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
0.8
-
17206
... More
A / R Mada Ch.1/0 to 2/0
0.2
-
17206
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
0.6
-
17206
... More
A / R Sendwai Ch.0/0 to 3/0
0.6
-
17206
... More
Kherwara Pithapur Ch.1/00 to 5/500
1.35
-
17206
... More
A / R Bor ka Talab Ch.0/0 to 3/600
1.08
-
17206
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
0.45
-
17206
... More
Making up loss of Material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Maintenance of Earthen shoulder with filling fresh soil) with average depth of 150mm. (MoRTH specification : Clause 3003)
-
-
-
... More
A / R Mada Ch.1/0 to 2/0
1000
-
27
... More
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
750
-
49
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
750
-
49
... More
Kolkhanda to Rama Ch.0/0 to 1/0
375
-
49
... More
A/R to Amli Fala Ch.0/0 to 1/0
450
-
49
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
1500
-
49
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
750
-
49
... More
A / R Sendwai Ch.0/0 to 3/0
930
-
49
... More
Kherwara Pithapur Ch.1/00 to 5/500
1687.5
-
49
... More
A / R Bor ka Talab Ch.0/0 to 3/600
1350
-
49
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
562.5
-
49
... More
Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
937.5
-
7.9
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
937.5
-
7.9
... More
Kolkhanda to Rama Ch.0/0 to 1/0
562.5
-
7.9
... More
A/R to Amli Fala Ch.0/0 to 1/0
937.5
-
7.9
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
1500
-
7.9
... More
A / R Mada Ch.1/0 to 2/0
431.25
-
7.9
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
1950
-
7.9
... More
A / R Sendwai Ch.0/0 to 3/0
2925
-
7.9
... More
Kherwara Pithapur Ch.1/00 to 5/500
4387.5
-
7.9
... More
A / R Bor ka Talab Ch.0/0 to 3/600
3510
-
7.9
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
562.5
-
7.9
... More
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift By mechanical means with all lead and Lift
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
726.75
-
1036
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
726.75
-
1036
... More
Kolkhanda to Rama Ch.0/0 to 1/0
286.88
-
1036
... More
A/R to Amli Fala Ch.0/0 to 1/0
382.5
-
1036
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
1004.06
-
1036
... More
A / R Mada Ch.1/0 to 2/0
318.75
-
1036
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
573.75
-
1036
... More
A / R Sendwai Ch.0/0 to 3/0
1185.75
-
1036
... More
Kherwara Pithapur Ch.1/00 to 5/500
172.13
-
1036
... More
A / R Bor ka Talab Ch.0/0 to 3/600
1032.75
-
1036
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
57.38
-
1036
... More
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
7267.5
-
23
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
7267.5
-
23
... More
Kolkhanda to Rama Ch.0/0 to 1/0
2868.75
-
23
... More
A/R to Amli Fala Ch.0/0 to 1/0
3825
-
23
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
13387.5
-
23
... More
A / R Mada Ch.1/0 to 2/0
1338.75
-
23
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
3825
-
23
... More
A / R Sendwai Ch.0/0 to 3/0
11857.5
-
23
... More
Kherwara Pithapur Ch.1/00 to 5/500
1721.25
-
23
... More
A / R Bor ka Talab Ch.0/0 to 3/600
6885
-
23
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
573.75
-
23
... More
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
382.5
-
7.2
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
382.5
-
7.2
... More
Kolkhanda to Rama Ch.0/0 to 1/0
956.25
-
7.2
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
1912.5
-
7.2
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
3825
-
7.2
... More
Kherwara Pithapur Ch.1/00 to 5/500
15491.25
-
7.2
... More
A / R Bor ka Talab Ch.0/0 to 3/600
6885
-
7.2
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
5163.75
-
7.2
... More
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. 50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km
-
-
-
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
64.49
-
4615
... More
Kherwara Pithapur Ch.1/00 to 5/500
348.55
-
4615
... More
A / R Bor ka Talab Ch.0/0 to 3/600
110.3
-
4615
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
138
-
4615
... More
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112)
In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
7650
-
86
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
7650
-
86
... More
Kolkhanda to Rama Ch.0/0 to 1/0
3825
-
86
... More
A/R to Amli Fala Ch.0/0 to 1/0
3825
-
86
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
15300
-
86
... More
A / R Mada Ch.1/0 to 2/0
1338.75
-
86
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
7650
-
86
... More
A / R Sendwai Ch.0/0 to 3/0
11857.5
-
86
... More
Kherwara Pithapur Ch.1/00 to 5/500
17212.5
-
86
... More
A / R Bor ka Talab Ch.0/0 to 3/600
13770
-
86
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
5737.5
-
86
... More
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).
Bitumen VG30 grade
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
7650
-
29
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
7650
-
29
... More
Kolkhanda to Rama Ch.0/0 to 1/0
3825
-
29
... More
A/R to Amli Fala Ch.0/0 to 1/0
3825
-
29
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
15300
-
29
... More
A / R Mada Ch.1/0 to 2/0
1338.75
-
29
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
7650
-
29
... More
A / R Sendwai Ch.0/0 to 3/0
11857.5
-
29
... More
Kherwara Pithapur Ch.1/00 to 5/500
17212.5
-
29
... More
A / R Bor ka Talab Ch.0/0 to 3/600
13770
-
29
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
5737.5
-
29
... More
Kilometre 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)
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
3
-
1330
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
3
-
1330
... More
Kolkhanda to Rama Ch.0/0 to 1/0
2
-
1330
... More
A/R to Amli Fala Ch.0/0 to 1/0
2
-
1330
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
5
-
1330
... More
A / R Mada Ch.1/0 to 2/0
2
-
1330
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
3
-
1330
... More
A / R Sendwai Ch.0/0 to 3/0
4
-
1330
... More
Kherwara Pithapur Ch.1/00 to 5/500
6
-
1330
... More
A / R Bor ka Talab Ch.0/0 to 3/600
5
-
1330
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
3
-
1330
... More
Hectometer stone (precast)
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
8
-
373
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
8
-
373
... More
Kolkhanda to Rama Ch.0/0 to 1/0
5
-
373
... More
A/R to Amli Fala Ch.0/0 to 1/0
6
-
373
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
16
-
373
... More
A / R Mada Ch.1/0 to 2/0
5
-
373
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
8
-
373
... More
A / R Sendwai Ch.0/0 to 3/0
12
-
373
... More
Kherwara Pithapur Ch.1/00 to 5/500
18
-
373
... More
A / R Bor ka Talab Ch.0/0 to 3/600
14
-
373
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
6
-
373
... More
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
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
48
-
341
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
48
-
341
... More
Kolkhanda to Rama Ch.0/0 to 1/0
20
-
341
... More
A/R to Amli Fala Ch.0/0 to 1/0
32
-
341
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
64
-
341
... More
A / R Mada Ch.1/0 to 2/0
6
-
341
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
48
-
341
... More
A / R Sendwai Ch.0/0 to 3/0
72
-
341
... More
Kherwara Pithapur Ch.1/00 to 5/500
108
-
341
... More
A / R Bor ka Talab Ch.0/0 to 3/600
86
-
341
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
36
-
341
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
8
-
1791
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
8
-
1791
... More
Kolkhanda to Rama Ch.0/0 to 1/0
2
-
1791
... More
A/R to Amli Fala Ch.0/0 to 1/0
6
-
1791
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
16
-
1791
... More
A / R Mada Ch.1/0 to 2/0
2
-
1791
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
12
-
1791
... More
A / R Sendwai Ch.0/0 to 3/0
18
-
1791
... More
Kherwara Pithapur Ch.1/00 to 5/500
27
-
1791
... More
A / R Bor ka Talab Ch.0/0 to 3/600
22
-
1791
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
9
-
1791
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board.
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade 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
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
2
-
2894
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
2
-
2894
... More
Kolkhanda to Rama Ch.0/0 to 1/0
1
-
2894
... More
A/R to Amli Fala Ch.0/0 to 1/0
2
-
2894
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
4
-
2894
... More
A / R Mada Ch.1/0 to 2/0
1
-
2894
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
2
-
2894
... More
A / R Sendwai Ch.0/0 to 3/0
2
-
2894
... More
Kherwara Pithapur Ch.1/00 to 5/500
2
-
2894
... More
A / R Bor ka Talab Ch.0/0 to 3/600
2
-
2894
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
2
-
2894
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 cm x 60 cm rectangular
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
4
-
1986
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
4
-
1986
... More
Kolkhanda to Rama Ch.0/0 to 1/0
2
-
1986
... More
A/R to Amli Fala Ch.0/0 to 1/0
4
-
1986
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
8
-
1986
... More
A / R Mada Ch.1/0 to 2/0
1
-
1986
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
4
-
1986
... More
A / R Sendwai Ch.0/0 to 3/0
6
-
1986
... More
Kherwara Pithapur Ch.1/00 to 5/500
9
-
1986
... More
A / R Bor ka Talab Ch.0/0 to 3/600
7
-
1986
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
3
-
1986
... More
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.
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
29
-
408
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
29
-
408
... More
Kolkhanda to Rama Ch.0/0 to 1/0
14
-
408
... More
A/R to Amli Fala Ch.0/0 to 1/0
91
-
408
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
75
-
408
... More
A / R Mada Ch.1/0 to 2/0
23
-
408
... More
A/R To Gada Malji Upto Khemaroo Ch.0/0 to 2/0
157
-
408
... More
A / R Sendwai Ch.0/0 to 3/0
197
-
408
... More
Kherwara Pithapur Ch.1/00 to 5/500
230
-
408
... More
A / R Bor ka Talab Ch.0/0 to 3/600
360
-
408
... More
NH 8 Km. 376 to Ara Fala 0/0 to 1/500
150
-
408
... More
Part CD Work 1000 mm dia. 1 Row - Pipe Culvert
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
42.65
-
57
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
42.65
-
57
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
127.15
-
57
... More
A / R Mada Ch.1/0 to 2/0
109.2
-
57
... More
Kherwara Pithapur Ch.1/00 to 5/500
42.65
-
57
... More
A / R Bor ka Talab Ch.0/0 to 3/600
42.65
-
57
... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
5.66
-
2715
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
5.66
-
2715
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
44.66
-
2715
... More
A / R Mada Ch.1/0 to 2/0
27.3
-
2715
... More
Kherwara Pithapur Ch.1/00 to 5/500
5.66
-
2715
... More
A / R Bor ka Talab Ch.0/0 to 3/600
5.66
-
2715
... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
36.43
-
2842
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
36.43
-
2842
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
142.68
-
2842
... More
A / R Mada Ch.1/0 to 2/0
32.76
-
2842
... More
Kherwara Pithapur Ch.1/00 to 5/500
36.43
-
2842
... More
A / R Bor ka Talab Ch.0/0 to 3/600
36.43
-
2842
... More
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).
1000mm dia
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
7.5
-
4338
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
7.5
-
4338
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
7.5
-
4338
... More
Kherwara Pithapur Ch.1/00 to 5/500
7.5
-
4338
... More
A / R Bor ka Talab Ch.0/0 to 3/600
7.5
-
4338
... More
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
... More
Naraniya to Bandi Ghati Upto Khara Ch.2/500 to 4/500
0.42
-
3500
... More
A/R Margiya Mahuda Ch. 0/0 to 2/00
0.42
-
3500
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
3.79
-
3500
... More
Kherwara Pithapur Ch.1/00 to 5/500
0.42
-
3500
... More
A / R Bor ka Talab Ch.0/0 to 3/600
0.42
-
3500
... More
Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)
-
-
-
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
33.75
-
4116
... More
Kherwara Pithapur Ch.1/00 to 5/500
56.25
-
4116
... More
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
... More
Mahudi Sansarpur Ch. 1/0 to 5/0
1.86
-
45179
... More
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
-
-
-
... More
A / R Mada Ch.1/0 to 2/0
281.25
-
4406
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