Public Works Department Tender
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Costs
EMD
₹ 68,48,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
Summary
Construction Of Bt Road Lasadiya To Pheela Road, Sheshpur Mod To Dholagir
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
2025_CEPWD_465939_5Tender No
NIT-03-2025-26 ACE PWD Zone I UdaipurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
9
12513
112617
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
2.96
12513
37038.479999999996
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Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
132000
15
1980000
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
19125
15
286875
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m: Excavation for roadwork in soil with hydraulic excavator of 0.9 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 with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
30694.9
31
951541.9
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
4493.72
31
139305.32
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Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m: 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 with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
6411.75
44
282117
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
498.34
44
21926.96
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Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m 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 rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
6411.75
175
1122056.25
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
249.17
175
43604.75
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Construction of Embankment with Material Obtained from Roadway Cutting: Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
46299.06
40
1851962.4
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
6408.42
40
256336.8
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Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
15238.94
58
883858.52
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
3091.58
58
179311.63999999998
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
40344.5
59
2380325.5
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
11436.23
59
674737.57
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Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
10198.2
827
8433911.4
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
3184.74
827
2633779.98
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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.) By Mechanical Means with all lead
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
27365.7
1147
31388457.900000002
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
5950.66
1147
6825407.02
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
166015.5
31
5146480.5
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
35561.55
31
1102408.05
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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size))
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
8300.85
6852
56877424.2
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
1778.11
6852
12183609.719999999
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
166015.5
9
1593748.8
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
35561.55
9
341390.88
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30)
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
4980.54
7925
39470779.5
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
1066.88
7925
8455024
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
240
3091
741840
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
388.5
3091
1200853.5
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Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade. 80mm thick Blocks
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
2400
763
1832880
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
3885
763
2966974.5
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Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
3284.4
6300
20691720
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
1452.99
6300
9153837
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Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge.
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
1564
77
120428
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
880.6
77
67806.2
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Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801)
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-
-
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5th Kilometre stone (precast)
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
6
2930
17580
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
1
2930
2930
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Ordinary Kilometer stone (precast)
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
23
1738
39974
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
5
1738
8690
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Hectometer stone (precast)
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
100
407
40700
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
30
407
12210
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807)
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
856
418
357808
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
678
418
283404
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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 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801) 900 mm equilateral triangle
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
200
5765
1153000
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
90
5765
518850
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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 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801) 600 mm circular
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
100
5050
505000
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
30
5050
151500
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Direction and Place Identification signs upto 0.9 sqm size board. Retro-reflectorised Traffic Signs (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board)
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
11.34
13272
150504.48
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
6.48
13272
86002.56000000001
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Direction and Place Identification signs with size more than 0.9 sqm size board. Retro-reflectorised Traffic Signs (Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 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 concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801)
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
21.6
13712
296179.2
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
12.96
13712
177707.52000000002
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Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
5607.78
500
2803890
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
1801.67
500
900835
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Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 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 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
2
9069
18138
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
3
9069
27207
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
5
9847
49235
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
3
9847
29541
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Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.as per MoRTH Specification Clause 804.)
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
8750
109
953750
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
3330
109
362970
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on CRC rolled channel vertical post, 150 x 75 x 5 mm spaced 2 mm centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and IS: 1364 , metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRTH specification Clause 811.3.
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-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
250
3105
776250
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
299
3105
928395
... More
Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 . 3.70 meter wide and 10 cm high for general traffic
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
140
2788
390320
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
55
2788
153340
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Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
372
5832
2169504
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
333
5832
1942056
... More
Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans
-
-
-
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Truss and Vertical Support
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
16
99382
1590112
... More
Aluminium alloy plate for over head sign
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
60.8
11312
687769.6
... More
Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Classification :-
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-
-
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Ordinary Soil. Upto 3 m depth.
-
-
-
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PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
6930.2
178
1233575.5999999999
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
1686.08
178
300122.24
... More
Ordinary rock (not requiring blasting) Depth upto 3 m depth.
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
388.8
224
87091.2
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PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
60.12
224
13466.88
... More
Hard rock (requiring blasting)
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
388.8
398
154742.4
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
60.12
398
23927.76
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & MoRTH Specification Clause 2908
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
1019.22
3091
3150409.02
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
236.73
3091
731732.4299999999
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
7447.44
3334
24829764.959999997
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
1670.27
3334
5568680.18
... More
Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
44.99
3631
163358.69
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 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 Clause 2905. 1000 mm dia
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
300
5420
1626000
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
80
5420
433600
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP4 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 as per Clause 2905. 1000 mm dia
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
75
10873
815475
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.) 300 mm dia
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
187.5
736
138000
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
125
736
92000
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4)
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
1222.12
3515
4295751.8
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
156.21
3515
549078.15
... More
Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m P.C.C. grade M 20 Nominal mix (1:2:4)
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
1799.65
4004
7205798.600000001
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
220.32
4004
882161.28
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202
-
-
-
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
1.2
92500
111000
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
12.68
93300
1183044
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
2.02
93300
188466
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C M 25
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
294.74
4794
1412983.56
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
30.555
4794
146480.67
... More
Providing and laying Expansion Joint complete as per drawing and technical specification With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600 Providing & Fixing in position 20mm thick pre-moulded joint filler in expansion joint complete.
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
156.5
420
65730
... More
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305.
-
-
-
... More
In ordinary soil Depth upto 3 metre
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
4155.11
190
789470.8999999999
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
496.74
190
94380.6
... More
In hard soil Depth upto 3 metre
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
581.48
252
146532.96
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
124.18
252
31293.36
... More
By blasting including blasting material in hard rock
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
457.3
620
283526
... More
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
684.42
3750
2566575
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
116.74
3750
437775
... More
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M20
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
1020.71
4220
4307396.2
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
340.91
4220
1438640.2000000002
... More
Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
68.45
79610
5449304.5
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
21.14
79610
1682955.4000000001
... More
Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork P.C.C. grade M20 upto 5 metre height
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
2283.08
4500
10273860
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
392.48
4500
1766160
... More
Supplying, fitting and placing TMT bar reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc. The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
21
93000
1953000
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
6.16
93000
572880
... More
Structural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700. M 25 grade solid slab superstructure
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
918.25
5350
4912637.5
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
71.95
5350
384932.5
... More
Providing and laying Steel reinforcement at any level in Super structure complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
72.09
94500
6812505
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
5.65
94500
533925
... More
Providing and laying Expansion Joint complete as per drawing and technical specification With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600 Providing & Fixing in position 20mm thick pre-moulded joint filler in expansion joint complete.
-
-
-
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
19.25
420
8085
... More
Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
380
220
83600
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
188
220
41360
... More
Reinforced cement concrete wearing coat M30 grade at any level including formwork and reinforcement complete as per drawing and technical specification as per MoRTH Specification 2202, 1500 &1700
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
72
6920
498240
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix (1:2.5:5)
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
25.2
3566
89863.2
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
50.4
8585
432684
... More
Providing and laying reinfored Cement Concrete grade M30 design mix railing complete as per drawing and technical specification as per MoRTH Specification :1500, 1600 & 1700
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
250
1210
302500
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
50
1210
60500
... More
Drainage spouts complete as per drawing and MoRTH specifications Clause 2705
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
56
967
54152
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
16
967
15472
... More
Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
414
765
316710
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
210.6
765
161109
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706
-
-
-
... More
PART 'A' LASADIYA TO PHEELA ROAD KM 0/0 - 25/0
5202
74
384948
... More
PART 'B' SHESHPUR MOD TO DHOLAGIR KHEDA MAHADEO JI TAK
956
74
70744
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