Public Works Department Tender
... More
The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Rehabilitation And Construction Of Various Missing Link / Non Patchable Roads Under Package No. Rj-28-05 /np/ml/2025-26 in Sawai Madhopur, Rajasthan, with an estimated contract value of Rs. 3,23,76,000. The bid opening date for this tender is 31-05-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 May 2025
Closing Soon16 Jun 2025
Tender Amount₹ 3,23,76,000
Costs
EMD
₹ 6,47,520Document 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
2025_CEPWD_475014_5Tender No
E-NIT 07/2025-26 ACE PWD Zone TonkTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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(N/P) Galad Kalan to Sunderpur
1.272
12513
-
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(N/P) Jatlao to Borkheda
0.501
12513
-
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(N/P) Lakhanpur to Kheda Chorpuriya
1.692
12513
-
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(N/P) Sampark Sadak Sotoli
0.9
12513
-
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(N/P) Borda to Sohela
1.2
12513
-
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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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(N/P) Lakhanpur to Kheda Chorpuriya
2575.449
59
-
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(N/P) Sampark Sadak Sotoli
252
59
-
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(N/P) Galad Kalan to Sunderpur
477
59
-
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(N/P) Borda to Sohela
330
59
-
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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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(N/P) Lakhanpur to Kheda Chorpuriya
1470
15
-
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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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(M/L) Thadoli to Pakhala
4069.005
58
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
3619.46
58
-
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(N/P) Jatlao to Borkheda
374.4
58
-
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Earth, Sand, Lime, Morrum manure or sludge, upto 500 m
-
-
-
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(N/P) Galad Kalan to Sunderpur
477
20
-
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Earth, Sand, Lime, Morrum manure or sludge, For 1 Km
-
-
-
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(N/P) Sampark Sadak Sotoli
252
50
-
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Earth, Sand, Lime, Morrum manure or sludge, For 5 Km
-
-
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
3619.46
63
-
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(N/P) Jatlao to Borkheda
374.4
63
-
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Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-III Material
-
-
-
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(M/L) Thadoli to Pakhala
1287.9
845
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
929.48
845
-
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Granular Sub-base with Well Graded Material (Table 400-1), By Mix in Place Method, Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.
-
-
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
225
450
-
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(N/P) Borda to Sohela
450
450
-
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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 (only 1 KM)
-
-
-
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(M/L) Thadoli to Pakhala
1419.075
1147
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
981.97
1147
-
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(N/P) Galad Kalan to Sunderpur
34.5
1147
-
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(N/P) Jatlao to Borkheda
225
1147
-
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(N/P) Lakhanpur to Kheda Chorpuriya
2307.75
1147
-
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(N/P) Borda to Sohela
42.3
1147
-
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Maintenace of bituminous surface road, Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat Type B as per drawings and MoRTH specification Clause 3004.2
-
-
-
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(N/P) Borda to Sohela
89.19
185
-
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Extra rate for carriage of mixed material additional lead from in item 4.6 for 2nd KM 10th KM
-
-
-
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(M/L) Thadoli to Pakhala
1419.075
5
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
981.97
5
-
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(N/P) Jatlao to Borkheda
225
5
-
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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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(M/L) Thadoli to Pakhala
8271.18
31
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
5501.25
31
-
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(N/P) Jatlao to Borkheda
3000
31
-
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(N/P) Lakhanpur to Kheda Chorpuriya
11538.75
31
-
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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 MoRTH Specification Clause 503.
-
-
-
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(M/L) Thadoli to Pakhala
8109
11
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
5611.28
11
-
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(N/P) Galad Kalan to Sunderpur
6825
11
-
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(N/P) Jatlao to Borkheda
3000
11
-
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(N/P) Lakhanpur to Kheda Chorpuriya
11538.75
11
-
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(N/P) Sampark Sadak Sotoli
5625
11
-
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(N/P) Borda to Sohela
7500
11
-
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)
-
-
-
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(M/L) Thadoli to Pakhala
243.27
6613
-
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(N/P) Galad Kalan to Sunderpur
204.75
6613
-
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(N/P) Jatlao to Borkheda
90
6613
-
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(N/P) Lakhanpur to Kheda Chorpuriya
346.1625
6613
-
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(N/P) Sampark Sadak Sotoli
174.194
6613
-
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(N/P) Borda to Sohela
225
6613
-
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means
Bitumen (VG-30)
-
-
-
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(M/L) Thadoli to Pakhala
8109
135
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
5611.28
135
-
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(N/P) Galad Kalan to Sunderpur
6825
135
-
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(N/P) Jatlao to Borkheda
3000
135
-
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(N/P) Lakhanpur to Kheda Chorpuriya
11538.75
135
-
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(N/P) Sampark Sadak Sotoli
5625
135
-
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(N/P) Borda to Sohela
7500
135
-
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511
By Mechanical Means
Case - II : Type B
Bitumen (VG-30)
-
-
-
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(M/L) Thadoli to Pakhala
8109
44
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
5501.25
44
-
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(N/P) Galad Kalan to Sunderpur
6825
44
-
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(N/P) Jatlao to Borkheda
3000
44
-
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(N/P) Lakhanpur to Kheda Chorpuriya
11538.75
44
-
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(N/P) Sampark Sadak Sotoli
5625
44
-
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(N/P) Borda to Sohela
7500
44
-
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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.
-
-
-
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(M/L) Thadoli to Pakhala
105
2715
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
12.375
2715
-
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(N/P) Galad Kalan to Sunderpur
112.5
2715
-
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(N/P) Jatlao to Borkheda
10.6
2715
-
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators 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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(M/L) Thadoli to Pakhala
210
5500
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
18.5625
5500
-
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(N/P) Galad Kalan to Sunderpur
225
5500
-
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(N/P) Jatlao to Borkheda
19.69
5500
-
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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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(M/L) Thadoli to Pakhala
115.5
77
-
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Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., Ordinary soil, Upto 3 m depth
-
-
-
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(M/L) Thadoli to Pakhala
57.44
178
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
56.07
178
-
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(N/P) Lakhanpur to Kheda Chorpuriya
12.86
178
-
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(N/P) Sampark Sadak Sotoli
63.13
178
-
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(N/P) Borda to Sohela
32.95
178
-
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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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(M/L) Thadoli to Pakhala
35.82
3091
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
35.86
3091
-
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(N/P) Lakhanpur to Kheda Chorpuriya
6.3
3091
-
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(N/P) Sampark Sadak Sotoli
20.84
3091
-
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(N/P) Borda to Sohela
20.23
3091
-
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Providing and laying reinforced cement concrete pipe NP3 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 2905.300 mm dia
-
-
-
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(M/L) Thadoli to Pakhala
60
736
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
15
736
-
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(N/P) Galad Kalan to Sunderpur
15
736
-
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(N/P) Jatlao to Borkheda
7.5
736
-
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(N/P) Lakhanpur to Kheda Chorpuriya
15
736
-
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Providing and laying reinforced cement concrete pipe NP3 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. 1000MM
-
-
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
15
9317
-
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(N/P) Sampark Sadak Sotoli
7.5
9317
-
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(N/P) Borda to Sohela
7.5
9317
-
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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.
-
-
-
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(N/P) Sampark Sadak Sotoli
7.5
4643
-
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Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row, Providing and laying reinforced cement concrete pipe NP4 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.,1000 mm dia
-
-
-
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(M/L) Thadoli to Pakhala
15
5420
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
7.5
5420
-
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Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry
In 1:4 cement mortar
-
-
-
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(M/L) Thadoli to Pakhala
33.72
2994
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
40.28
2994
-
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(N/P) Lakhanpur to Kheda Chorpuriya
8.64
2994
-
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(N/P) Sampark Sadak Sotoli
42.03
2994
-
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(N/P) Borda to Sohela
26.08
2994
-
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6
75 mm thick
-
-
-
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(M/L) Thadoli to Pakhala
8.8
370
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
7.6
370
-
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(N/P) Lakhanpur to Kheda Chorpuriya
3.2
370
-
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(N/P) Sampark Sadak Sotoli
9.2
370
-
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(N/P) Borda to Sohela
4.4
370
-
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Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
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(M/L) Thadoli to Pakhala
31.6
150
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
30.4
150
-
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(N/P) Lakhanpur to Kheda Chorpuriya
8
150
-
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(N/P) Sampark Sadak Sotoli
27.6
150
-
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(N/P) Borda to Sohela
17.6
150
-
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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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(M/L) Thadoli to Pakhala
1
9069
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
1
9069
-
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(N/P) Galad Kalan to Sunderpur
1
9069
-
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(N/P) Jatlao to Borkheda
1
9069
-
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(N/P) Lakhanpur to Kheda Chorpuriya
1
9069
-
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(N/P) Sampark Sadak Sotoli
1
9069
-
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(N/P) Borda to Sohela
1
9069
-
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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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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
52
500
-
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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
-
-
-
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Ordinary km stone for NH
-
-
-
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(M/L) Thadoli to Pakhala
3
1738
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
2
1738
-
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(N/P) Galad Kalan to Sunderpur
3
1738
-
... More
(N/P) Jatlao to Borkheda
2
1738
-
... More
(N/P) Lakhanpur to Kheda Chorpuriya
6
1738
-
... More
(N/P) Sampark Sadak Sotoli
3
1738
-
... More
(N/P) Borda to Sohela
3
1738
-
... More
200 m stone
-
-
-
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(M/L) Thadoli to Pakhala
6
407
-
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(M/L) Hanumatpura to Pura Gulabsingh Peepalda Main Road
6
407
-
... More
(N/P) Galad Kalan to Sunderpur
10
407
-
... More
(N/P) Jatlao to Borkheda
5
407
-
... More
(N/P) Lakhanpur to Kheda Chorpuriya
20
407
-
... More
(N/P) Sampark Sadak Sotoli
6
407
-
... More
(N/P) Borda to Sohela
8
407
-
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