Public Works Department Tender
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Costs
EMD
₹ 2,88,000Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_344398_5Bid Award Id
ViewTender No
NIT 03/2023-24 SE PWD CIRCLE BANSWARATender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
0.31
7075
22823
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
0.38
8672
22823
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Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
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-
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
525
20475
39
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Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305.
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-
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
525
19981
38.06
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Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
90
14949
166.1
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
7.5
1245
166.1
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
48
7972
166.1
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
45
7474
166.1
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Making up loss of Material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Maintenance of Earthen shoulder with filling fresh soil) with average depth of 150mm. (MoRTH specification : Clause 3003)
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-
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
3200
76800
24
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
3100
74400
24
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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
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A/R Dhanpuri in Km. 1/350 to 2/350
470
62040
132
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
600
79200
132
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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift By mechanical means with lead upto 1 km
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
793.13
1046931
1320
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
459
605880
1320
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
444.66
586951
1320
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
640.96
846067
1320
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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
8988.75
233707
26
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
6120
159120
26
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
5928.75
154147
26
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
4976.07
129377
26
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
8988.75
88988
9.9
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
6502.5
64374
9.9
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
5928.75
58694
9.9
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
11220
111078
9.9
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Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. 50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
448.8
2479620
5525
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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
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A/R Dhanpuri in Km. 1/350 to 2/350
8988.75
988762
110
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
6502.5
715275
110
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
5928.75
652162
110
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
11220
1234200
110
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Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade
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A/R Dhanpuri in Km. 1/350 to 2/350
8988.75
377527
42
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
6502.5
273105
42
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
5928.75
249007
42
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
11220
471240
42
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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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A/R Dhanpuri in Km. 1/350 to 2/350
216.56
1304557
6024
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Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)
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A/R Dhanpuri in Km. 1/350 to 2/350
3
5127
1709
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
2
3418
1709
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
2
3418
1709
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
2
3418
1709
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Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast)
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
10
4730
473
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
6
2838
473
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
6
2838
473
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
8
3784
473
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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 as per IRC:67 made of high intensity grade 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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A/R Dhanpuri in Km. 1/350 to 2/350
2.16
8270
3829
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
1.08
4135
3829
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
1.08
4135
3829
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
2.16
8270
3829
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Mukhya Mantri Sadak Yojana Board
Providing and Erecting typical Mukhya Mantri Sadak Yojana signboard made of two MS sheet of 1.6 mm thick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mm all around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm 12 SWG sheet Square tube ( vertical post 2500mm with angle holdfasts ) .On the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing Road logo & name of scheme " Mukhya Mantri Sadak Yojana ".Board duly embeded in cement concrete M-15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .All MS will be stove enameled on both side. Lettering , figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing .
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A/R Dhanpuri in Km. 1/350 to 2/350
2
16320
8160
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
1
8160
8160
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
1
8160
8160
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Dungra Chhota Borkunda to A/R Gundi Kalan in Km. 0/0 to 2/100
2
16320
8160
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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. BY MECHANICAL MEANS Depth upto 3m
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
130.64
9334
71.45
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
33.97
2427
71.45
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
49.5
3536
71.45
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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
11.74
43097
3671
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
3.02
11086
3671
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
4.5
16519
3671
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Stone masonry work in cement mortar 1:6 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400]
Random Rubble Masonry (coursed/ uncoursed)
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
170.07
464291
2730
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
37.46
102265
2730
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
62.1
169533
2730
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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 500mm dia
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
15
38220
2548
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
7.5
19110
2548
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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300mm dia
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
30
39900
1330
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
7.5
9975
1330
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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. P.C.C. M-20 grade (Coping)
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
3.01
14899
4950
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
0.79
3910
4950
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
1.13
5593
4950
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Plastering 12mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
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-
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A/R Dhanpuri in Km. 1/350 to 2/350
152.3
17971
118
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
15.2
1793
118
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
21
2478
118
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Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
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A/R Dhanpuri in Km. 1/350 to 2/350
14.95
1734
116
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A/R Muniya Khoonta to Kanchala in Km. 0/0 to 1/600
2.5
290
116
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ODR-1 to A/R Bijalpur in Km. 0/0 to 1/550
6.5
754
116
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