Public Works Department Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 6,46,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
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
2023_CEPWD_327367_12Bid Award Id
ViewTender No
NIT No 11/2022-23 SE PWD RURAL CIRCLE UDAIPURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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 within all lifts and lead upto 1000m)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
4104
188784
46
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
6042
277932
46
... More
Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (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 within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
2052
125172
61
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
3021
184281
61
... More
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres (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 road with in all lifts and leads upto 1000 metres )
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
684
45828
67
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
1007
67469
67
... More
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)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
6628.74
497155
75
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
9728.93
729669
75
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
257.26
38589
150
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
736.07
110410
150
... More
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)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
1350
232200
172
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
3375
580500
172
... More
Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) By Mix in Place Method. For 53 mm maximum size
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
1239.3
1363230
1100
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
1858.95
2044845
1100
... More
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.)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
1147.5
1273725
1110
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
1721.25
1910587
1110
... More
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/sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity )
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
7267.5
247095
34
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
10901.25
370642
34
... 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 sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
7267.5
79942
11
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
10901.25
119913
11
... 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 (0.27 Cum / 10 Sqm) using bitumen (14.6 Kg / 10 Sqm) 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.); Mechanical method using Bitumen grade VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
7267.5
712215
98
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
10901.25
1068322
98
... More
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 I: Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. (Aggregate 0.06 Cum / 10 Sqm , Bitumen 6.8 kg / 10 Sqm) Bitumen VG - 30
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
7267.5
283432
39
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
10901.25
425148
39
... 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 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
NH-927 A TO GUJARI KM. 0/0 TO 2/000
75
405675
5409
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
112.5
608512
5409
... More
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)
-
-
-
... More
5th Kilometre stone (precast)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
1
3216
3216
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
1
3216
3216
... More
Ordinary Kilometer stone (precast)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
3
5793
1931
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
4
7724
1931
... More
Hectometer stone (precast)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
8
4568
571
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
12
6852
571
... 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
NH-927 A TO GUJARI KM. 0/0 TO 2/000
112
91840
820
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
142
116440
820
... 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
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
14
57260
4090
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
20
81800
4090
... More
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
1.08
16727
15488
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
1.08
16727
15488
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
400
198800
497
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
600
298200
497
... More
Providing and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme " Mukhya Mantri Sadak Yojana ".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .All MS will be stove enameled on both side. Lettering , figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing .
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
2
17402
8701
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
2
17402
8701
... More
Providing and Erecting typical Citizen's information Board as per approved drawing & specification of made of tow MS Sheet of 1.6 MM thick each of Size 900mmX750MM stiffend by angle iron 25mm X 25 MM X 3MM all around the plate & paltes 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 600mm X 600 MM 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.
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
2
19166
9583
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
2
19166
9583
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil. Mechanical Means. Depth upto 3 m
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
1066.2
54376
51
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
1526.75
77864
51
... More
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.)
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
190.32
749480
3938
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
287.3
1131387
3938
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
118.75
587822
4950
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
118.75
587822
4950
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
210.6
1102701
5236
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
210.6
1102701
5236
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
616.02
2777018
4508
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
1155.28
5208002
4508
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25. Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
26.8
165650
6181
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
26.8
165650
6181
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M30. Using concrete Mixer. For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
18.81
117976
6272
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
18.81
117976
6272
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
4.24
379581
89524
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
6.62
592648
89524
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
3.16
283420
89690
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
3.16
283420
89690
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
1.53
137685
90000
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
1.53
137685
90000
... 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 . ) 1000 mm dia
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
15
88140
5876
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
30
176280
5876
... More
Laying Reinforced Cement Concrete Pipe NP 3 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP3 /prestrssed concrete pipe 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 . ) 1000 mm dia
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
25
295975
11839
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
55
651145
11839
... 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-927 A TO GUJARI KM. 0/0 TO 2/000
60
79740
1329
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
90
119610
1329
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
750
18000
24
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
750
18000
24
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
-
-
-
... More
NH-927 A TO GUJARI KM. 0/0 TO 2/000
150
19200
128
... More
BADLA ROAD TO SOOBRI KI NAL KM. 0/0 TO 3/000
301
38528
128
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements