Public Works Department Tender
... More
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
₹ 3,75,580Document Cost
₹ 2,000Tender Fee
₹ 1,000
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
2022_CEPWD_299376_1Bid Award Id
ViewTender No
NIT03/2022-2023 SE PWD CIRCLE DUNGARPURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.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
A / R Nalwa Ch.0/0 to 3/750
1.87
-
17206
... More
A / R Mataji Fala Ch.0/0 to 2/500
0.5
-
17206
... More
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
... More
Faloj to Masaniya Dabela
338.22
-
26
... More
Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
... More
Faloj to Masaniya Dabela
148.34
-
34
... More
Earthwork in excavation for roadway in hard rock, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). Blasting prohibited
By Mechanical Means
-
-
-
... More
Faloj to Masaniya Dabela
106.81
-
301
... More
Making up loss of Material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Maintenance of Earthen shoulder with filling fresh soil) with average depth of 150mm. (MoRTH specification : Clause 3003)
-
-
-
... More
A / R Piplada Ch.0/0 to 2/0
4500
-
27
... More
Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
-
-
-
... More
A / R Piplada Ch.0/0 to 2/0
2250
-
7.9
... More
A / R Mataji Fala Ch.0/0 to 2/500
2137.5
-
7.9
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202)
-
-
-
... More
A / R Piplada Ch.0/0 to 2/0
375
-
730
... More
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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
-
-
-
... More
Faloj to Masaniya Dabela
6314.88
-
48
... More
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
-
-
-
... More
Faloj to Masaniya Dabela
593.37
-
18
... More
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
-
-
-
... More
Faloj to Masaniya Dabela
2677.33
-
49
... More
A / R Nalwa Ch.0/0 to 3/750
3366
-
49
... More
A / R Mataji Fala Ch.0/0 to 2/500
750
-
49
... More
PART -" B" - WBM & Hard Shoulder
Providing, laying and spreading of granular sub-base by providing coarse 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 MoRTH Specification : clause No. 401.
Grading-II
-
-
-
... More
Faloj to Masaniya Dabela
1254.79
-
383
... More
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift By mechanical means
-
-
-
... More
Faloj to Masaniya Dabela
1161.84
-
1036
... More
A / R Piplada Ch.0/0 to 2/0
900
-
1036
... More
A / R Nalwa Ch.0/0 to 3/750
688.5
-
1036
... More
A / R Mataji Fala Ch.0/0 to 2/500
812.81
-
1036
... More
PART -" C" - B.T. Work
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
-
-
-
... More
Faloj to Masaniya Dabela
7745.63
-
23
... More
A / R Piplada Ch.0/0 to 2/0
2295
-
23
... More
A / R Nalwa Ch.0/0 to 3/750
6885
-
23
... More
A / R Mataji Fala Ch.0/0 to 2/500
8128.13
-
23
... More
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
-
-
-
... More
Faloj to Masaniya Dabela
7745.63
-
7.2
... More
A / R Piplada Ch.0/0 to 2/0
2295
-
7.2
... More
A / R Nalwa Ch.0/0 to 3/750
21726
-
7.2
... More
A / R Mataji Fala Ch.0/0 to 2/500
1434.38
-
7.2
... More
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
-
-
-
... More
Faloj to Masaniya Dabela
7745.63
-
86
... More
A / R Piplada Ch.0/0 to 2/0
4590
-
86
... More
A / R Nalwa Ch.0/0 to 3/750
28611
-
86
... More
A / R Mataji Fala Ch.0/0 to 2/500
9562.5
-
86
... More
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).
Bitumen VG30 grade
-
-
-
... More
Faloj to Masaniya Dabela
7745.63
-
29
... More
A / R Piplada Ch.0/0 to 2/0
4590
-
29
... More
A / R Nalwa Ch.0/0 to 3/750
28611
-
29
... More
A / R Mataji Fala Ch.0/0 to 2/500
9562.5
-
29
... More
Part- D :- Road Furnishing
Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Ordinary kilometer stone (precast)
-
-
-
... More
Faloj to Masaniya Dabela
3
-
1330
... More
A / R Piplada Ch.0/0 to 2/0
3
-
1330
... More
A / R Nalwa Ch.0/0 to 3/750
8
-
1330
... More
A / R Mataji Fala Ch.0/0 to 2/500
4
-
1330
... More
Hectometer stone (precast)
-
-
-
... More
Faloj to Masaniya Dabela
8
-
373
... More
A / R Piplada Ch.0/0 to 2/0
12
-
373
... More
A / R Nalwa Ch.0/0 to 3/750
34
-
373
... More
A / R Mataji Fala Ch.0/0 to 2/500
10
-
373
... More
Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
-
-
-
... More
Faloj to Masaniya Dabela
12
-
341
... More
A / R Piplada Ch.0/0 to 2/0
16
-
341
... More
A / R Nalwa Ch.0/0 to 3/750
90
-
341
... More
A / R Mataji Fala Ch.0/0 to 2/500
50
-
341
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle
-
-
-
... More
Faloj to Masaniya Dabela
4
-
3447
... More
A / R Piplada Ch.0/0 to 2/0
4
-
3447
... More
Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle
-
-
-
... More
Faloj to Masaniya Dabela
4
-
4249
... More
A / R Piplada Ch.0/0 to 2/0
3
-
4249
... More
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2mm thick Al / 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Direction Sign boards below 0.9 Sq.Mtr Size Less than 0.9 SQ.Mtr Direction Sign Board
-
-
-
... More
Faloj to Masaniya Dabela
4
-
6678
... More
Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
90 cm equilateral triangle
-
-
-
... More
A / R Nalwa Ch.0/0 to 3/750
26
-
1791
... More
A / R Mataji Fala Ch.0/0 to 2/500
5
-
1791
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board.
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
... More
A / R Nalwa Ch.0/0 to 3/750
10
-
2894
... More
A / R Mataji Fala Ch.0/0 to 2/500
2
-
2894
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
80 mm x 60 mm rectangular
-
-
-
... More
A / R Piplada Ch.0/0 to 2/0
6
-
1986
... More
A / R Nalwa Ch.0/0 to 3/750
15
-
1986
... More
A / R Mataji Fala Ch.0/0 to 2/500
3
-
1986
... 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
Faloj to Masaniya Dabela
506.25
-
408
... More
A / R Piplada Ch.0/0 to 2/0
174
-
408
... More
A / R Nalwa Ch.0/0 to 3/750
109
-
408
... More
A / R Mataji Fala Ch.0/0 to 2/500
44
-
408
... More
Flexible Crash Barrier, Wire Rope Safety Barrier
Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete.
-
-
-
... More
Faloj to Masaniya Dabela
35
-
1607
... More
Part ''E'' CD Work Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. n ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
-
-
-
... More
Faloj to Masaniya Dabela
701.65
-
57
... More
A / R Piplada Ch.0/0 to 2/0
280.8
-
57
... More
A / R Nalwa Ch.0/0 to 3/750
33.77
-
57
... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
... More
A / R Piplada Ch.0/0 to 2/0
70.2
-
2715
... More
A / R Nalwa Ch.0/0 to 3/750
3.9
-
2715
... More
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
-
-
-
... More
Faloj to Masaniya Dabela
62.62
-
2762
... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
... More
A / R Piplada Ch.0/0 to 2/0
105.3
-
2842
... More
A / R Nalwa Ch.0/0 to 3/750
37
-
2842
... More
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.
-
-
-
... More
Faloj to Masaniya Dabela
635.93
-
3333
... More
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
-
-
-
... More
Faloj to Masaniya Dabela
1.33
-
3500
... More
A / R Piplada Ch.0/0 to 2/0
35.1
-
3500
... More
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000mm dia
-
-
-
... More
Faloj to Masaniya Dabela
60
-
4338
... More
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900)
500mm dia
-
-
-
... More
Faloj to Masaniya Dabela
60
-
2039
... More
Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)
-
-
-
... More
Faloj to Masaniya Dabela
9.91
-
4116
... More
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
-
-
-
... More
Faloj to Masaniya Dabela
504.42
-
126
... More
A / R Nalwa Ch.0/0 to 3/750
48
-
126
... 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 specification. [MoRTH Specification : Clause 2205].
-
-
-
... More
Faloj to Masaniya Dabela
120
-
113
... More
A / R Nalwa Ch.0/0 to 3/750
120
-
113
... More
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade
-
-
-
... More
A / R Piplada Ch.0/0 to 2/0
562.5
-
4406
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements