Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 May 2025
Closing Date19 May 2025
Tender Amount₹ 4,31,68,000
Costs
EMD
₹ 8,63,360Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_CEPWD_466037_1Tender No
E-NIT 04/2025-26 ACE PWD ZONE TONKTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Pancholas to Fatehpura
0.72
15386
11077.92
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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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17 Meel to Sewati Khurd
20880
58
1211040
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Peepalwara to Sankhli
18270
58
1059660
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Pancholas to Fatehpura
6264
58
363312
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Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.
Earth, Sand, Lime, Morrum manure or sludge for 10 Km.
-
-
-
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Pancholas to Fatehpura
6264
81
512082
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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.]. By mechanical means.
-
-
-
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for grading- III Material
-
-
-
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17 Meel to Sewati Khurd
4095
450
1842750
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Peepalwara to Sankhli
2887.5
450
1299375
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Pancholas to Fatehpura
1161
450
522450
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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 with 1 Km. Lead
-
-
-
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17 Meel to Sewati Khurd
2118.75
1147
2430206.25
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Peepalwara to Sankhli
1856.63
1147
2129554.6100000003
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Pancholas to Fatehpura
606
1147
695082
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Extra rate for carriage of mixed material additional lead from in item 4.6 11th Km. to 20th Km
for 20 Km (4.5 cum/p.km)
-
-
-
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17 Meel to Sewati Khurd
42375
4
190687.5
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Peepalwara to Sankhli
37132.6
4
167096.69999999998
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Pancholas to Fatehpura
12120
4
54540
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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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17 Meel to Sewati Khurd
12375
31
383625
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Peepalwara to Sankhli
10687.5
31
331312.5
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Pancholas to Fatehpura
3000
31
93000
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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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17 Meel to Sewati Khurd
12375
9
118800
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Peepalwara to Sankhli
10687.5
9
102600
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Pancholas to Fatehpura
3000
9
28800
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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.
-
-
-
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17 Meel to Sewati Khurd
495
6613
3273435
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Peepalwara to Sankhli
427.5
6613
2827057.5
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Pancholas to Fatehpura
120
6613
793560
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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.
-
-
-
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17 Meel to Sewati Khurd
12375
135
1670625
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Peepalwara to Sankhli
10687.5
135
1442812.5
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Pancholas to Fatehpura
3000
135
405000
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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
-
-
-
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17 Meel to Sewati Khurd
12375
44
544500
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Peepalwara to Sankhli
10687.5
44
470250
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Pancholas to Fatehpura
3000
44
132000
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Dry Lean Cement Concrete 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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17 Meel to Sewati Khurd
262.5
2715
712687.5
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Peepalwara to Sankhli
243.75
2715
661781.25
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Pancholas to Fatehpura
150
2715
407250
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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 602.2.2 , 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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-
-
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17 Meel to Sewati Khurd
525
6000
3150000
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Peepalwara to Sankhli
487.5
6000
2925000
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Pancholas to Fatehpura
300
6000
1800000
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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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17 Meel to Sewati Khurd
105
736
77280
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Peepalwara to Sankhli
105
736
77280
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Pancholas to Fatehpura
30
736
22080
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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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Ordinary Kilometer stone (Precast)
-
-
-
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17 Meel to Sewati Khurd
5
1738
8690
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Peepalwara to Sankhli
4
1738
6952
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Pancholas to Fatehpura
2
1738
3476
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Hectometer stone (Precast)
-
-
-
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17 Meel to Sewati Khurd
16
407
6512
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Peepalwara to Sankhli
14
407
5698
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Pancholas to Fatehpura
5
407
2035
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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, 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)
-
-
-
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900 mm equilateral triangle
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-
-
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17 Meel to Sewati Khurd
4
5765
23060
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Peepalwara to Sankhli
2
5765
11530
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Pancholas to Fatehpura
2
5765
11530
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800 mm x 600 mm rectangular
-
-
-
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17 Meel to Sewati Khurd
4
7161
28644
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Peepalwara to Sankhli
2
7161
14322
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Pancholas to Fatehpura
2
7161
14322
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Direction and Place Identification signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
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-
-
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17 Meel to Sewati Khurd
4.32
13712
59235.840000000004
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Peepalwara to Sankhli
4.32
13712
59235.840000000004
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Pancholas to Fatehpura
4.32
13712
59235.840000000004
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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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17 Meel to Sewati Khurd
308
500
154000
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Peepalwara to Sankhli
170
500
85000
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Pancholas to Fatehpura
153
500
76500
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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 mtr. depth
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-
-
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Ordinary soil
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-
-
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Manual means
-
-
-
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17 Meel to Sewati Khurd
398.4
178
70915.2
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Peepalwara to Sankhli
413.28
178
73563.84
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Pancholas to Fatehpura
50.4
178
8971.199999999999
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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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17 Meel to Sewati Khurd
57.3
3091
177114.3
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Peepalwara to Sankhli
60.82
3091
187994.62
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Pancholas to Fatehpura
8.1
3091
25037.1
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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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17 Meel to Sewati Khurd
454.4
3577
1625388.7999999998
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Peepalwara to Sankhli
430.6
3577
1540256.2000000002
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Pancholas to Fatehpura
53.08
3577
189867.16
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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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Nominal R/F
-
-
-
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17 Meel to Sewati Khurd
10.68
92000
982560
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Peepalwara to Sankhli
9.89
92000
909880
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Pancholas to Fatehpura
1.25
92000
115000
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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 15
Nominal mix (1:2.5:5)
-
-
-
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17 Meel to Sewati Khurd
71.55
3334
238547.69999999998
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Peepalwara to Sankhli
85.99
3334
286690.66
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Pancholas to Fatehpura
14.31
3334
47709.54
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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 as per Clause 2905.
1000 mm dia
-
-
-
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17 Meel to Sewati Khurd
75
5420
406500
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Peepalwara to Sankhli
105
5420
569100
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Pancholas to Fatehpura
15
5420
81300
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