Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Rehabilitation And Construction Of Various Non Patchable Roads In Pwd Dn Bhim Package No. Rj/27/np/2025-26/06 in Rajsamand, Rajasthan, with an estimated contract value of Rs. 1,78,85,000. The bid opening date for this tender is 31-05-2025 and the last date for bid submission is 23-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 3,57,700Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_CEPWD_474925_10Tender No
NIT No. 04/2025-26 SE PWD Circle RajsamandTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
0.9
15386
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
0.9
15386
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
0.26
15386
-
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Construction of Subgrade and Earthen Shoulders 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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-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
400
59
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
550
59
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
825
59
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
3225
59
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
262.5
59
-
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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 406.2nd Km. to 10th Km
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
237.66
1152
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
354.76
1152
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
264.38
1152
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
143.44
1152
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
79.69
1152
-
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Primer Coat 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/P.sqm using mechanical means as per MoRTH Specification Clause 502
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-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
1653.75
31
-
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Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per P.sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
2756.25
9
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
5512.6
9
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
10631.25
9
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
11250
9
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
2953.13
9
-
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Bituminous Macadam 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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NH-8 to Piplinagar Road Km 0/0 to 3/0
337.5
6613
-
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20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder 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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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
2756.25
135
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
5512.5
135
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
10631.25
135
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
11250
135
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
2953.13
135
-
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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, 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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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
2756.25
44
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
5512.5
44
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
10631.25
44
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
11250
44
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
2953.13
44
-
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Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 125 micron thick polythene Film 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 vacP.Cum dewatering process with all required equipments (Dowel Bars will be paid seprately).
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
168.75
6000
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
225
6000
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
168.75
6000
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
56.25
6000
-
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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 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 600 mm equilateral triangle
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
6
3696
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
6
3696
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
6
3696
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
10
3696
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
6
3696
-
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates 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 600mmx 600mm 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.
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
1
9847
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
1
9847
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
1
9847
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
1
9847
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
1
9847
-
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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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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
1
9069
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
1
9069
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
1
9069
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
1
9069
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
1
9069
-
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Direction and Place Identification signs upto 0.9 P.sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 P.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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 P.sqm size board
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
1.5
13272
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
1.5
13272
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
1.5
13272
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
3
13272
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
1.5
13272
-
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Kilometre Stone 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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-
-
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Ordinary Kilometer Stone (Precast)
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-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
2
1738
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
3
1738
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
4
1738
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
4
1738
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
2
1738
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200 m stone (precast)
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-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
3
407
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
6
407
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
11
407
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
11
407
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
2
407
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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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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
226.4
500
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
366.4
500
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
626.4
500
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
691.8
500
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
171.8
500
-
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800
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-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
375
12
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
412.5
12
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
375
12
-
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NH-8 to Piplinagar Road Km 0/0 to 3/0
375
12
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
375
12
-
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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 rock (not requiring blasting)Upto 3 m depth
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
52.8
224
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
11.85
224
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
124.35
224
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
11.85
224
-
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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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-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
9.35
3091
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
5.84
3091
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
19.34
3091
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
5.84
3091
-
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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 R.C.C grade M 20
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-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
115.28
3577
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
56.58
3577
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
282.33
3577
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
56.58
3577
-
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102
-
-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
0.57
92000
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
0.28
92000
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
2.31
92000
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
0.28
92000
-
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. 1000 mm dia
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-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
7.5
4643
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
7.5
4643
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
7.5
4643
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
7.5
4643
-
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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 20 Nominal mix (1:2:4)
-
-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
6.39
3515
-
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Bhim Baggar Road to Telra Km 0/0 to 1/800
6.39
3515
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
6.39
3515
-
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NH-8 Km 119 to Chak Hirat Road Km 0/0 to 0/850
6.39
3515
-
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706
-
-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
9
74
-
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NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
33
74
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material
-
-
-
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Bhim Todgarh Road km 2/500 to Goda ji ka Goan Km. 0/0 to 1/0
18.85
495
-
... More
NH-8 Bali to Rawat ka khera Kundiya Road Km 0/0 to 3/0
72.5
495
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