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.

Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date18 Dec 2024
Closing Date23 Dec 2024
Tender Amount₹ 7,33,42,000 
Notes
Download

Costs

  • EMD

    ₹ 14,66,840
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 2,500

Description

Unlock the Tender details for free
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

Unlock the Tender details for free
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

BOQ Items

... More
DO_NOT_SHOW

-

-

-

View all details for FREE
... More
c) Shesha to Diwara Road

1.56

9740

15194.4

... More
d) Purana Bharja to Tek Ki Jhopdi

0.96

9740

9350.4

... More
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement 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 up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

-

-

-

... More
c) Shesha to Diwara Road

281.25

811

228093.75

... More
d) Purana Bharja to Tek Ki Jhopdi

110.25

811

89412.75

... More
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.)

-

-

-

... More
a) Gambhira to Bharja

240

30

7200

... More
b) Sankra to Harirampura

120

30

3600

... More
c) Shesha to Diwara Road

1995

30

59850

... More
d) Purana Bharja to Tek Ki Jhopdi

5850

30

175500

... 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 to meet requirement of table 300-2.

-

-

-

... More
a) Gambhira to Bharja

21071.5

189

3982513.5

... More
b) Sankra to Harirampura

14025

189

2650725

... More
c) Shesha to Diwara Road

7500

189

1417500

... More
d) Purana Bharja to Tek Ki Jhopdi

3360

189

635040

... 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 )

-

-

-

... More
for grading-III Material

-

-

-

... More
a) Gambhira to Bharja

2794.5

822

2297079

... More
b) Sankra to Harirampura

1741.5

822

1431513

... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction 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 clause 401)

-

-

-

... More
For Grading III material

-

-

-

... More
a) Gambhira to Bharja

1440

598

861120

... More
b) Sankra to Harirampura

1125

598

672750

... More
c) Shesha to Diwara Road

1361.25

598

814027.5

... More
d) Purana Bharja to Tek Ki Jhopdi

1342.13

598

802593.74

... 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
a) Gambhira to Bharja

3187.5

1191

3796312.5

... More
b) Sankra to Harirampura

1950

1191

2322450

... More
c) Shesha to Diwara Road

585

1191

696735

... More
d) Purana Bharja to Tek Ki Jhopdi

456

1191

543096

... More
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

-

-

-

... More
a) Gambhira to Bharja

12240

23

281520

... More
b) Sankra to Harirampura

6885

23

158355

... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

-

-

-

... More
a) Gambhira to Bharja

12240

7

91800

... More
b) Sankra to Harirampura

6885

7

51637.5

... More
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.) for GradingII(19 mm nominal size)

-

-

-

... More
a) Gambhira to Bharja

795.6

6082

4838839.2

... More
b) Sankra to Harirampura

447.53

6082

2721877.46

... More
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) for Grading-II(13mm nominal size) using binder VG-30

-

-

-

... More
a) Gambhira to Bharja

367.2

7330

2691576

... More
b) Sankra to Harirampura

206.55

7330

1514011.5

... 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/ 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
a) Gambhira to Bharja

187.5

2123

398062.5

... More
b) Sankra to Harirampura

262.5

2123

557287.5

... More
c) Shesha to Diwara Road

585

2123

1241955

... More
d) Purana Bharja to Tek Ki Jhopdi

504.75

2123

1071584.25

... 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) Gambhira to Bharja

562.5

5739

3228187.5

... More
b) Sankra to Harirampura

656.25

5739

3766218.75

... More
c) Shesha to Diwara Road

1406.25

5739

8070468.75

... More
d) Purana Bharja to Tek Ki Jhopdi

1293.75

5739

7424831.25

... More
Laying Reinforced cement concrete pipe NP4/prestressed 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 . 300mm dia

-

-

-

... More
a) Gambhira to Bharja

75

1860

139500

... More
b) Sankra to Harirampura

75

1860

139500

... More
c) Shesha to Diwara Road

37.5

1860

69750

... More
d) Purana Bharja to Tek Ki Jhopdi

30

1860

55800

... 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
a) Gambhira to Bharja

-

-

-

... More
Ordinary Kilometer stone (Precast)

4

1604

6416

... More
Hectometer stone (Precast)

16

466

7456

... More
b) Sankra to Harirampura

-

-

-

... More
Ordinary Kilometer stone (Precast)

3

1604

4812

... More
Hectometer stone (Precast)

12

466

5592

... More
c) Shesha to Diwara Road

-

-

-

... More
Ordinary Kilometer stone (Precast)

2

1604

3208

... More
Hectometer stone (Precast)

8

466

3728

... More
d) Purana Bharja to Tek Ki Jhopdi

-

-

-

... More
Ordinary Kilometer stone (Precast)

2

1604

3208

... More
Hectometer stone (Precast)

8

466

3728

... 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)

-

-

-

... More
a) Gambhira to Bharja

-

-

-

... More
60 cm equilateral triangle

2

2930

5860

... More
60 cm circular

2

3740

7480

... More
60 cm x 60 cm square

2

4231

8462

... More
b) Sankra to Harirampura

-

-

-

... More
60 cm equilateral triangle

1

2930

2930

... More
60 cm circular

1

3740

3740

... More
60 cm x 60 cm square

2

4231

8462

... More
c) Shesha to Diwara Road

-

-

-

... More
60 cm equilateral triangle

2

2930

5860

... More
60 cm circular

2

3740

7480

... More
60 cm x 60 cm square

1

4231

4231

... More
d) Purana Bharja to Tek Ki Jhopdi

-

-

-

... More
60 cm equilateral triangle

2

2930

5860

... More
60 cm circular

2

3740

7480

... More
60 cm x 60 cm square

1

4231

4231

... 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
a) Gambhira to Bharja

1.8

8517

15330.6

... More
b) Sankra to Harirampura

1.8

8517

15330.6

... More
c) Shesha to Diwara Road

1.8

8517

15330.6

... More
d) Purana Bharja to Tek Ki Jhopdi

1.8

8517

15330.6

... 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
a) Gambhira to Bharja

431.25

666

287212.5

... More
c) Shesha to Diwara Road

756.38

666

503749.08

... More
Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.

-

-

-

... More
c) Shesha to Diwara Road

2

10902

21804

... More
d) Purana Bharja to Tek Ki Jhopdi

2

10902

21804

... 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.) Oridinry soil Manual means Depth upto 3 m

-

-

-

... More
a) Gambhira to Bharja

270

92

24840

... More
b) Sankra to Harirampura

225

92

20700

... More
c) Shesha to Diwara Road

310

92

28520

... More
d) Purana Bharja to Tek Ki Jhopdi

429

92

39468

... 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
a) Gambhira to Bharja

39.72

3616

143627.52

... More
b) Sankra to Harirampura

33.1

3616

119689.6

... More
c) Shesha to Diwara Road

46.24

3616

167203.84

... More
d) Purana Bharja to Tek Ki Jhopdi

59.5

3616

215152

... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

-

-

-

... More
RCC grade M20

-

-

-

... More
a) Gambhira to Bharja

321.78

4439

1428381.42

... More
b) Sankra to Harirampura

268.15

4439

1190317.85

... More
c) Shesha to Diwara Road

179.01

4439

794625.39

... More
d) Purana Bharja to Tek Ki Jhopdi

565.12

4439

2508567.68

... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

-

-

-

... More
a) Gambhira to Bharja

5.04

89613

451649.52

... More
b) Sankra to Harirampura

4.2

89613

376374.6

... More
c) Shesha to Diwara Road

1.68

89613

150549.84

... More
d) Purana Bharja to Tek Ki Jhopdi

4.86

89613

435519.18

... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

-

-

-

... More
c) Shesha to Diwara Road

1.34

88434

118589.99

... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20

-

-

-

... More
a) Gambhira to Bharja

99.42

4462

443612.04

... More
b) Sankra to Harirampura

82.85

4462

369676.7

... More
c) Shesha to Diwara Road

33.14

4462

147870.68

... More
d) Purana Bharja to Tek Ki Jhopdi

68.07

4462

303728.34

... More
Laying Reinforced cement concrete pipe NP4/prestressed 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 . 1000mm dua

-

-

-

... More
a) Gambhira to Bharja

45

4544

204480

... More
b) Sankra to Harirampura

37.5

4544

170400

... More
c) Shesha to Diwara Road

15

4544

68160

... More
d) Purana Bharja to Tek Ki Jhopdi

67.5

4544

306720

... More
Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : Red sand stone (Karauli stone)

-

-

-

... More
c) Shesha to Diwara Road

36

619

22284



Evaluation Notes How It Works ?

Potential Partner

Select Your Requirements
Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.