Public Works Department Tender
... More
The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Repair Work On Ridf-25 Package No. Rj-28-01/ridf-25/2020-21 (cot Work) in Sawai Madhopur, Rajasthan, with an estimated contract value of Rs. 60,96,000. The bid opening date for this tender is 10-04-2025 and the last date for bid submission is 15-04-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date10 Apr 2025
Closing Date15 Apr 2025
Tender Amount₹ 60,96,000
Costs
EMD
₹ 1,21,920Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2025_CEPWD_458098_1Bid Award Id
ViewTender No
E-NIT No. 14/2024-25 EE PWD Dn. Ist Sawai MadhopurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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A/R to Uliyana
5600
7
39200
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SH-01A to Peelwa Nadi
30.75
738
22693.5
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SH-01A to Peelwa Nadi
221
123
27183
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Dhanoli to Kanseer via Dubbi Khurd
0.4
8867
3546.8
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Link Road Malarna Chor
235
7
1645
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Dhanoli to Kanseer via Dubbi Khurd
11250
90
1012500
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Link Road Malarna Chor
70
1084
75880
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SH-01A to Peelwa Nadi
18
544
9792
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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)
-
-
-
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A/R to Uliyana
525
1084
569100
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A/R to Tek ki Jhopari
2
1460
2920
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Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means
-
-
-
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In area of thorny jungle
-
-
-
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A/R to Tek ki Jhopari
1.08
7753
8373.24
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A/R to Tek ki Jhopari
27.75
5224
144966
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
-
-
-
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Link Road Malarna Chord
4
424
1696
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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)
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-
-
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In area of light jungle
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-
-
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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.
-
-
-
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Dhanoli to Kanseer via Dubbi Khurd
11250
7
78750
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Link Road Malarna Chor
112.5
5224
587700
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A/R to Uliyana
5600
21
117600
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SH-01A to Peelwa Nadi
1.08
7753
8373.24
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A/R to Uliyana
5600
35
196000
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SH-01A to Peelwa Nadi
30.75
5224
160638
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A/R to Tek ki Jhopari
0.9
10971
9873.9
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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.)
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-
-
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Link Road Malarna Chor
0.6
10971
6582.6
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Using VG-30 binder
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-
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Repair of pot holes by Wet Mix Macadam material. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, compacting base of excavation as per clause 503, back filling the pot holes with wet mix macadam material by mannual means as per clause 406, compacting with roller 8-10T, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.
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-
-
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Pushoda to Dhanoli
10.43
1974
20578.95
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Link Road Malarna Chor
235
21
4935
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A/R to Uliyana
0.2
8867
1773.4
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Link Road Malarna Chor
450
544
244800
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SH-01A to Peelwa Nadi
2
1460
2920
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Ordinary Kilometer stone (Precast)
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-
-
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Link Road Malarna Chor
235
35
8225
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A/R to Uliyana
5600
90
504000
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Hectometer stone (Precast)
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-
-
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A/R to Tek ki Jhopari
4
424
1696
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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
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-
-
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SH-01A to Peelwa Nadi
17
1127
19159
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A/R to Tek ki Jhopari
221
123
27183
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Pushoda to Dhanoli
20.85
5224
108920.4
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A/R to Tek ki Jhopari
27.75
738
20479.5
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Link Road Malarna Chord
2
7753
15506
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Pushoda to Dhanoli
20.85
738
15387.3
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A/R to Tek ki Jhopari
17
1127
19159
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A/R to Tek ki Jhopari
12
544
6528
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Dhanoli to Kanseer via Dubbi Khurd
1200
1084
1300800
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Link Road Malarna Chord
2
1460
2920
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
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-
-
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SH-01A to Peelwa Nadi
0.47
10971
5156.37
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
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-
-
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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)
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-
-
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for grading-III Material
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-
-
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Dhanoli to Kanseer via Dubbi Khurd
11250
21
236250
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Link Road Malarna Chor
235
90
21150
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Dhanoli to Kanseer via Dubbi Khurd
11250
35
393750
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