Public Works Department Tender
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Costs
EMD
₹ 5,03,440Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_CEPWD_473894_3Tender No
NIT No. 03/2025-26 SE PWD Circle RajsamandTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Narana bypass Road KM 0/0 To 1/500
0.9
15386
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3
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Ran se mata ji ka gaov km 0/00 to 2/00
2100
31
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
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-
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
6577.46
58
-
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Ran se mata ji ka gaov km 0/00 to 2/00
7597
58
-
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Narana bypass Road KM 0/0 To 1/500
4726.33
58
-
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Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross- sections with lift upto 1.5 m.
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Ran se mata ji ka gaov km 0/00 to 2/00
600
30
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Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5
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Ran se mata ji ka gaov km 0/00 to 2/00
300
175
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Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300- 1 and 300-2 as per MoRTH Specification Clause 305.3
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-
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Ran se mata ji ka gaov km 0/00 to 2/00
2700
40
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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.For Grading III Material
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
1536.8
450
-
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Ran se mata ji ka gaov km 0/00 to 2/00
2361.3
450
-
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Narana bypass Road KM 0/0 To 1/500
1773.23
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 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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
674.33
1147
-
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Ran se mata ji ka gaov km 0/00 to 2/00
1052.1
1147
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Narana bypass Road KM 0/0 To 1/500
1147.5
1147
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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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
3595.5
31
-
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Ran se mata ji ka gaov km 0/00 to 2/00
5814
31
-
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Narana bypass Road KM 0/0 To 1/500
5737.5
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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
3595.5
11
-
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Ran se mata ji ka gaov km 0/00 to 2/00
5814
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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Narana bypass Road KM 0/0 To 1/500
286.88
6613
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
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Narana bypass Road KM 0/0 To 1/500
5737.5
9
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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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
3595.5
135
-
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Ran se mata ji ka gaov km 0/00 to 2/00
5814
135
-
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Narana bypass Road KM 0/0 To 1/500
5737.5
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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
3595.5
44
-
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Ran se mata ji ka gaov km 0/00 to 2/00
5814
44
-
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Narana bypass Road KM 0/0 To 1/500
5737.5
44
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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 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous 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 in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver 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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
270
6000
-
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Ran se mata ji ka gaov km 0/00 to 2/00
360
6000
-
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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 2905.300 mm dia
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
22.5
736
-
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Ran se mata ji ka gaov km 0/00 to 2/00
37.5
736
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Narana bypass Road KM 0/0 To 1/500
45
736
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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 Kilometer Stone (Precast)
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
2
1738
-
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Ran se mata ji ka gaov km 0/00 to 2/00
3
1738
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Narana bypass Road KM 0/0 To 1/500
3
1738
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200 m stone (precast)
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-
-
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
5
407
-
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Ran se mata ji ka gaov km 0/00 to 2/00
8
407
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Narana bypass Road KM 0/0 To 1/500
6
407
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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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
2
3696
-
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Ran se mata ji ka gaov km 0/00 to 2/00
4
3696
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Narana bypass Road KM 0/0 To 1/500
2
3696
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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 sqm supported on RCC Post 100 mm x 100 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,upto 0.9 sqm size board
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
1.08
11567
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Ran se mata ji ka gaov km 0/00 to 2/00
1.08
11567
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Narana bypass Road KM 0/0 To 1/500
1.08
11567
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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
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
1
9069
-
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Ran se mata ji ka gaov km 0/00 to 2/00
1
9069
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Narana bypass Road KM 0/0 To 1/500
1
9069
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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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
2
9847
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Ran se mata ji ka gaov km 0/00 to 2/00
2
9847
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Narana bypass Road KM 0/0 To 1/500
2
9847
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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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
279.8
500
-
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Ran se mata ji ka gaov km 0/00 to 2/00
439.6
500
-
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Narana bypass Road KM 0/0 To 1/500
309.9
500
-
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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.
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
1
10605
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Ran se mata ji ka gaov km 0/00 to 2/00
2
10605
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Narana bypass Road KM 0/0 To 1/500
2
10605
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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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
650
12
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Ran se mata ji ka gaov km 0/00 to 2/00
500
12
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Narana bypass Road KM 0/0 To 1/500
160
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 soil Upto 3 m depth
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-
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
229.74
178
-
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Ran se mata ji ka gaov km 0/00 to 2/00
532.51
178
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Narana bypass Road KM 0/0 To 1/500
425.19
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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
29.53
3091
-
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Ran se mata ji ka gaov km 0/00 to 2/00
68.58
3091
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Narana bypass Road KM 0/0 To 1/500
54.35
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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
296.39
3577
-
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Ran se mata ji ka gaov km 0/00 to 2/00
685.14
3577
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Narana bypass Road KM 0/0 To 1/500
552.35
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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-
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
2.94
92000
-
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Ran se mata ji ka gaov km 0/00 to 2/00
6.78
92000
-
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Narana bypass Road KM 0/0 To 1/500
4.71
92000
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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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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
174
74
-
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Ran se mata ji ka gaov km 0/00 to 2/00
394
74
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Narana bypass Road KM 0/0 To 1/500
324
74
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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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-
-
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
70.22
495
-
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Ran se mata ji ka gaov km 0/00 to 2/00
160.18
495
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Narana bypass Road KM 0/0 To 1/500
134.96
495
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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 2905.1000 mm dia
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Mata ji gaov to jawahr ji ka kheda km 0/0 to 1/300
15
4643
-
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Ran se mata ji ka gaov km 0/00 to 2/00
37.5
4643
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Narana bypass Road KM 0/0 To 1/500
22.5
4643
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