Public Works Department Tender
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Costs
EMD
₹ 8,13,680Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_300317_3Bid Award Id
ViewTender No
NIT No. 09/2022-23 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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Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification. - Random Rubble Masonry in cement mortar 1:4
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-
-
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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
684
-
3250
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
196.88
-
3250
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. - PCC Grade M20
-
-
-
... More
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
78.75
-
4266
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
25
-
4266
... More
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
-
-
-
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AR Biliyawas Km 0 to 2
850
-
35
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
125
-
35
... More
AR Thikerwas Kala Km 0/0 to 1/500
250
-
35
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
2225
-
35
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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/P.Sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity )
-
-
-
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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
11900
-
31
... More
AR Biliyawas Km 0 to 2
1781.25
-
31
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
2812.5
-
31
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
1125
-
31
... More
AR Thikerwas Kala Km 0/0 to 1/500
1443.75
-
31
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
2437.5
-
31
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
1300.5
-
31
... More
Kaletra to Undawasan Km 0/0 to 1/750
774.56
-
31
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) - Case - I : Type A By VG - 30
-
-
-
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AR Biliyawas Km 0 to 2
6281.25
-
48
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NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
6468.75
-
48
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
4725
-
48
... More
AR Thikerwas Kala Km 0/0 to 1/500
2756.25
-
48
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
10125
-
48
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
6502.5
-
48
... More
Kaletra to Undawasan Km 0/0 to 1/750
5163.75
-
48
... More
Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item of Open graded Premix Carpet @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of Morth Specifications)
-
-
-
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NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
6502.5
-
3.5
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Kaletra to Undawasan Km 0/0 to 1/750
5163.75
-
3.5
... More
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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AR Biliyawas Km 0 to 2
6281.25
-
88
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
6468.75
-
88
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
4725
-
88
... More
AR Thikerwas Kala Km 0/0 to 1/500
2756.25
-
88
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
10125
-
88
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
6762.6
-
88
... More
Kaletra to Undawasan Km 0/0 to 1/750
5383.21
-
88
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per P.Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50
-
-
-
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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
11900
-
10
... More
AR Biliyawas Km 0 to 2
6281.25
-
10
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
6468.75
-
10
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
4725
-
10
... More
AR Thikerwas Kala Km 0/0 to 1/500
2756.25
-
10
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
10125
-
10
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
1300.5
-
10
... More
Kaletra to Undawasan Km 0/0 to 1/750
774.56
-
10
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per P.Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
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NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
5202
-
10
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Kaletra to Undawasan Km 0/0 to 1/750
4389.19
-
10
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
-
-
-
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AR Biliyawas Km 0 to 2
780
-
98
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NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
735
-
98
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
585
-
98
... More
AR Thikerwas Kala Km 0/0 to 1/500
493.5
-
98
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
1035
-
98
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NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
127.5
-
98
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Kaletra to Undawasan Km 0/0 to 1/750
196.88
-
98
... More
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- I Material
-
-
-
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NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
91.13
-
474
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 specification clause No. 507 complete in all respects.) VG - 30 - for Grading II (19 mm nominal size)
-
-
-
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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
714
-
5631
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Bituminous Concrete (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 % 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 specification clause No. 509 complete in all respects) VG - 30 - for Grading-II (10 mm nominal size)
-
-
-
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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
357
-
6735
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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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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
1863
-
47
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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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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
2616.25
-
233
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NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
430
-
233
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Kaletra to Undawasan Km 0/0 to 1/750
292.5
-
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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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
2510
-
1015
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AR Biliyawas Km 0 to 2
337.5
-
1015
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
506.25
-
1015
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
168.75
-
1015
... More
AR Thikerwas Kala Km 0/0 to 1/500
464.06
-
1015
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
393.75
-
1015
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Mechanical Means:Grading- III (Using Screening Crushable type such as Moorum or Gravel)
-
-
-
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NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
180.01
-
1075
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Kaletra to Undawasan Km 0/0 to 1/750
113.2
-
1075
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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 light jungle
-
-
-
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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
0.81
-
14589
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AR Biliyawas Km 0 to 2
0.6
-
14589
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
0.6
-
14589
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
4.5
-
14589
... More
AR Thikerwas Kala Km 0/0 to 1/500
0.45
-
14589
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
0.9
-
14589
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
0.6
-
14589
... More
Kaletra to Undawasan Km 0/0 to 1/750
0.42
-
14589
... More
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)Bituminous courses By Mechanical Means
-
-
-
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NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
11.25
-
195
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Kaletra to Undawasan Km 0/0 to 1/750
9
-
195
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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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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
501
-
36
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Compacting Original Ground - Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
-
-
-
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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
765
-
11.5
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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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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
337.5
-
3377
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Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
18.75
-
3377
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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 P.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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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
368.8
-
335
... More
AR Biliyawas Km 0 to 2
67.6
-
335
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
82.6
-
335
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
135.6
-
335
... More
AR Thikerwas Kala Km 0/0 to 1/500
77.6
-
335
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Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
46.6
-
335
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NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
120
-
335
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Kaletra to Undawasan Km 0/0 to 1/750
240
-
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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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
3
-
1395
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AR Biliyawas Km 0 to 2
3
-
1395
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
3
-
1395
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
3
-
1395
... More
AR Thikerwas Kala Km 0/0 to 1/500
3
-
1395
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
4
-
1395
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
3
-
1395
... More
Kaletra to Undawasan Km 0/0 to 1/750
2
-
1395
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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) - Hectometer stone (Precast)
-
-
-
... More
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
12
-
420
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AR Biliyawas Km 0 to 2
8
-
420
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
8
-
420
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
8
-
420
... More
AR Thikerwas Kala Km 0/0 to 1/500
6
-
420
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
12
-
420
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
8
-
420
... More
Kaletra to Undawasan Km 0/0 to 1/750
7
-
420
... 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
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
50
-
360
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
75
-
360
... More
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 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 hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
-
-
-
... More
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
125
-
305
... 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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Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
20
-
2950
... More
AR Biliyawas Km 0 to 2
10
-
2950
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
10
-
2950
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
10
-
2950
... More
AR Thikerwas Kala Km 0/0 to 1/500
10
-
2950
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
10
-
2950
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
6
-
2950
... More
Kaletra to Undawasan Km 0/0 to 1/750
6
-
2950
... More
Direction and Place Identification signs upto 0.9 P.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 P.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
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
9.36
-
12035
... More
AR Biliyawas Km 0 to 2
3.66
-
12035
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
3.66
-
12035
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
3.66
-
12035
... More
AR Thikerwas Kala Km 0/0 to 1/500
3.66
-
12035
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
3.66
-
12035
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
4.32
-
12035
... More
Kaletra to Undawasan Km 0/0 to 1/750
4.32
-
12035
... More
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
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
45
-
2350
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
15
-
2350
... More
AR Thikerwas Kala Km 0/0 to 1/500
15
-
2350
... More
Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20mm thick
-
-
-
... More
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
1650
-
140
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
200
-
140
... More
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/ P.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.)
-
-
-
... More
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
150
-
2221
... More
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 P.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 )
-
-
-
... More
Strengthning and widening Karoi Bhim Bagor Bemali Kreda Gyangarh Thana to NH 8 Km 79 to 82/0
1400
-
4696
... More
AR Biliyawas Km 0 to 2
225
-
4696
... More
NH - 8 Km 131 to Lakhaguda via Nabri Km 0/0 to 2/0
168.75
-
4696
... More
NH 8 Bali to Bandarghati Adawala Km 2/0to 3/500
168.75
-
4696
... More
AR Thikerwas Kala Km 0/0 to 1/500
450
-
4696
... More
Miyalakhet Chouraha to Badon ki Rel Km 0/0 to 3/0
168.75
-
4696
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
225
-
4696
... More
Kaletra to Undawasan Km 0/0 to 1/750
225
-
4696
... More
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
-
-
-
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
15
-
775
... More
Kaletra to Undawasan Km 0/0 to 1/750
15
-
775
... 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.
-
-
-
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
1
-
8239
... More
Kaletra to Undawasan Km 0/0 to 1/750
1
-
8239
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915
-
-
-
... More
NH - 8 to Thikerwas via Miyala Kheda Km 0/0 to 2/0
45
-
12
... More
Kaletra to Undawasan Km 0/0 to 1/750
144.5
-
12
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