Public Works Department Tender
... More
The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Re-construction And Widening Of Bhinder Panund Fila, Bhamrasiya To Kurabad Mdr - Distt. Udaipur in Udaipur, Rajasthan, with an estimated contract value of Rs. 58,83,00,000. The bid opening date for this tender is 01-05-2025 and the last date for bid submission is 04-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,17,66,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
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_7Bid Award Id
ViewTender 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
Financial Bid
Post Qualification Bid
BOQ Items
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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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PART "A" BHINDER TO PANUND FILA
82500
15
1237500
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PART "B" BHAMRASIYA TO KURABAD
21375
15
320625
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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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PART "A" BHINDER TO PANUND FILA
114854.92
31
3560502.52
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PART "B" BHAMRASIYA TO KURABAD
16550.83
31
513075.73000000004
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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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PART "A" BHINDER TO PANUND FILA
21877.13
44
962593.7200000001
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PART "B" BHAMRASIYA TO KURABAD
3152.54
44
138711.76
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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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PART "A" BHINDER TO PANUND FILA
14584.75
175
2552331.25
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PART "B" BHAMRASIYA TO KURABAD
2101.69
175
367795.75
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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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PART "A" BHINDER TO PANUND FILA
148543.37
40
5941734.8
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PART "B" BHAMRASIYA TO KURABAD
26802.3
40
1072092
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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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PART "A" BHINDER TO PANUND FILA
46915.32
58
2721088.56
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PART "B" BHAMRASIYA TO KURABAD
8587.31
58
498063.98
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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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PART "A" BHINDER TO PANUND FILA
20430
59
1205370
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PART "B" BHAMRASIYA TO KURABAD
6840
59
403560
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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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PART "A" BHINDER TO PANUND FILA
23001.5625
827
19022292.1875
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PART "B" BHAMRASIYA TO KURABAD
4692.1875
827
3880439.0625
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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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PART "A" BHINDER TO PANUND FILA
29767.5
1147
34143322.5
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PART "B" BHAMRASIYA TO KURABAD
9261
1147
10622367
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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" BHINDER TO PANUND FILA
161700
31
5012700
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PART "B" BHAMRASIYA TO KURABAD
40425
31
1253175
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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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PART "A" BHINDER TO PANUND FILA
8085
6852
55398420
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PART "B" BHAMRASIYA TO KURABAD
2021.25
6852
13849605
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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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PART "A" BHINDER TO PANUND FILA
161700
9
1552320
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PART "B" BHAMRASIYA TO KURABAD
40425
9
388080
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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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PART "A" BHINDER TO PANUND FILA
4851
7925
38444175
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PART "B" BHAMRASIYA TO KURABAD
1212.75
7925
9611043.75
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Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
-
-
-
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PART "A" BHINDER TO PANUND FILA
2008.13
632
1269138.1600000001
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PART "B" BHAMRASIYA TO KURABAD
1549.13
632
979050.16
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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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PART "A" BHINDER TO PANUND FILA
7140
6300
44982000
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PART "B" BHAMRASIYA TO KURABAD
4141.2
6300
26089560
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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
-
-
-
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PART "A" BHINDER TO PANUND FILA
6900
756
5216400
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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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PART "A" BHINDER TO PANUND FILA
3400
77
261800
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PART "B" BHAMRASIYA TO KURABAD
1972
77
151844
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means Reinforced Cement Concrete
-
-
-
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PART "A" BHINDER TO PANUND FILA
311.47
478
148882.66
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PART "B" BHAMRASIYA TO KURABAD
171.61
478
82029.58
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Rubble Stone Masonry in Cement Mortar
-
-
-
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PART "A" BHINDER TO PANUND FILA
884.12
195
172403.4
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PART "B" BHAMRASIYA TO KURABAD
643.17
195
125418.15
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Excavation for Structures (Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRTH specification Clause 2903 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
-
-
-
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PART "A" BHINDER TO PANUND FILA
18748.71
178
3337270.38
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PART "B" BHAMRASIYA TO KURABAD
7607.14
178
1354070.9200000002
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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.
-
-
-
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In ordinary soil Depth upto 3 metre
-
-
-
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PART "A" BHINDER TO PANUND FILA
1958.43
190
372101.7
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PART "B" BHAMRASIYA TO KURABAD
1403.99
190
266758.1
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In hard soil Depth upto 3 metre
-
-
-
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PART "A" BHINDER TO PANUND FILA
1468.83
252
370145.16
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PART "B" BHAMRASIYA TO KURABAD
1052.99
252
265353.48
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By blasting including blasting material in hard rock
-
-
-
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PART "A" BHINDER TO PANUND FILA
1468.83
620
910674.6
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PART "B" BHAMRASIYA TO KURABAD
1052.99
620
652853.8
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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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PART "A" BHINDER TO PANUND FILA
2790.09
3091
8624168.190000001
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PART "B" BHAMRASIYA TO KURABAD
792.59
3091
2449895.69
... 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)
-
-
-
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PART "A" BHINDER TO PANUND FILA
27956.75
3334
93207804.5
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PART "B" BHAMRASIYA TO KURABAD
9735.97
3334
32459723.979999997
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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
-
-
-
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PART "A" BHINDER TO PANUND FILA
998.19
3750
3743212.5
... More
PART "B" BHAMRASIYA TO KURABAD
627.74
3750
2354025
... 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
-
-
-
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PART "A" BHINDER TO PANUND FILA
1061.96
4220
4481471.2
... More
PART "B" BHAMRASIYA TO KURABAD
713.6
4220
3011392
... More
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" BHINDER TO PANUND FILA
525
5420
2845500
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PART "B" BHAMRASIYA TO KURABAD
225
5420
1219500
... More
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" BHINDER TO PANUND FILA
175
10873
1902775
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PART "B" BHAMRASIYA TO KURABAD
50
10873
543650
... 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" BHINDER TO PANUND FILA
1125
736
828000
... More
PART "B" BHAMRASIYA TO KURABAD
412.5
736
303600
... 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" BHINDER TO PANUND FILA
395.37
79610
31475405.7
... More
PART "B" BHAMRASIYA TO KURABAD
164.03
79610
13058428.3
... 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
-
-
-
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PART "A" BHINDER TO PANUND FILA
5047.4
4500
22713300
... More
PART "B" BHAMRASIYA TO KURABAD
3558.3
4500
16012350
... More
Supplying, fitting and placing 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
-
-
-
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PART "A" BHINDER TO PANUND FILA
11.88
93000
1104840
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PART "B" BHAMRASIYA TO KURABAD
8.34
93000
775620
... 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
-
-
-
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PART "A" BHINDER TO PANUND FILA
737.89
5350
3947711.5
... More
PART "B" BHAMRASIYA TO KURABAD
438.71
5350
2347098.5
... 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" BHINDER TO PANUND FILA
42.07
94500
3975615
... More
PART "B" BHAMRASIYA TO KURABAD
23.51
94500
2221695
... 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" BHINDER TO PANUND FILA
108
420
45360
... More
PART "B" BHAMRASIYA TO KURABAD
79.2
420
33264
... 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" BHINDER TO PANUND FILA
864
220
190080
... More
PART "B" BHAMRASIYA TO KURABAD
460
220
101200
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
555.3
495
274873.5
... More
PART "B" BHAMRASIYA TO KURABAD
420.3
495
208048.5
... More
Drainage spouts complete as per drawing and MoRTH specifications Clause 2705
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
18
967
17406
... More
PART "B" BHAMRASIYA TO KURABAD
10
967
9670
... 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" BHINDER TO PANUND FILA
118.44
6920
819604.7999999999
... More
PART "B" BHAMRASIYA TO KURABAD
48.6
6920
336312
... 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" BHINDER TO PANUND FILA
168
1210
203280
... More
PART "B" BHAMRASIYA TO KURABAD
109.6
1210
132616
... 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" BHINDER TO PANUND FILA
1800
765
1377000
... More
PART "B" BHAMRASIYA TO KURABAD
630
765
481950
... 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" BHINDER TO PANUND FILA
18406
74
1362044
... More
PART "B" BHAMRASIYA TO KURABAD
5754
74
425796
... More
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)
-
-
-
... More
5th Kilometre stone (precast)
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
5
2930
14650
... More
PART "B" BHAMRASIYA TO KURABAD
1
2930
2930
... More
Ordinary Kilometer stone (precast)
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
28
1738
48664
... More
PART "B" BHAMRASIYA TO KURABAD
9
1738
15642
... More
200 m stone (precast)
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
108
407
43956
... More
PART "B" BHAMRASIYA TO KURABAD
34
407
13838
... More
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)
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
1294
418
540892
... More
PART "B" BHAMRASIYA TO KURABAD
522
418
218196
... 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 801.3.1 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
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
140
5765
807100
... More
PART "B" BHAMRASIYA TO KURABAD
44
5765
253660
... 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 801.3.1 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
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
118
5050
595900
... More
PART "B" BHAMRASIYA TO KURABAD
23
5050
116150
... More
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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-
-
... More
PART "A" BHINDER TO PANUND FILA
11.34
13272
150504.48
... More
PART "B" BHAMRASIYA TO KURABAD
8.1
13272
107503.2
... More
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)
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
10.08
13712
138216.96
... More
PART "B" BHAMRASIYA TO KURABAD
12.96
13712
177707.52000000002
... More
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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-
-
... More
PART "A" BHINDER TO PANUND FILA
6222.3
500
3111150
... More
PART "B" BHAMRASIYA TO KURABAD
1327
500
663500
... More
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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-
-
... More
PART "A" BHINDER TO PANUND FILA
2
9069
18138
... More
PART "B" BHAMRASIYA TO KURABAD
2
9069
18138
... More
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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-
-
... More
PART "A" BHINDER TO PANUND FILA
5
9847
49235
... More
PART "B" BHAMRASIYA TO KURABAD
2
9847
19694
... More
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.)
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
10500
109
1144500
... More
PART "B" BHAMRASIYA TO KURABAD
1920
109
209280
... More
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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-
-
... More
PART "A" BHINDER TO PANUND FILA
1170
3105
3632850
... More
PART "B" BHAMRASIYA TO KURABAD
800
3105
2484000
... 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
-
-
-
... More
PART "A" BHINDER TO PANUND FILA
182
2788
507416
... More
PART "B" BHAMRASIYA TO KURABAD
70
2788
195160
... More
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" BHINDER TO PANUND FILA
1141
5832
6654312
... More
PART "B" BHAMRASIYA TO KURABAD
471
5832
2746872
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