Public Works Department Tender
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Costs
EMD
₹ 8,51,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Rehabilitation of MDR, ODR and VR of Package No. RJ-09-02/ Reh. / RIDF-XXIV/ 2018-19.
Description
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Contact
Tender Id
2018_CEPWD_113870_2Bid Award Id
ViewTender No
ACE PWD ZONE KOTA NIT NO 19-2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
0.21
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
0.96
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
0.16
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
0.93
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
0.48
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
0.38
-
1
Barmani Mataji Km. 0/0 to 0/800
0.32
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
0.8
-
1
A/R to Narayanpura Km. 0/0 to 3/20
1.28
-
1
Total
6.6
103483
15689
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
-
-
-
A/R to Bhimlat Km. 0/0 to 2/0
283.13
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
42.19
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
238.5
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
138.75
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
592.5
-
1
Total
1295.07
1456953
1125
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
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
1222.31
-
1
A/R to Bhimlat Km. 0/0 to 2/0
255.94
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
1181.25
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
571.88
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
303.19
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
1743.75
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
590.63
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
656.25
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
696.25
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
675
-
1
Barmani Mataji Km. 0/0 to 0/800
253.13
-
1
A/R to Narayanpura Km. 0/0 to 3/20
1125
-
1
Total
9274.58
12288818
1325
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 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
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
8148.75
-
1
A/R to Bhimlat Km. 0/0 to 2/0
1462.5
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
7605
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
5718.75
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
1458.75
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
11625
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
3375
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
6562.5
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
3950
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
4500
-
1
Barmani Mataji Km. 0/0 to 0/800
1687.5
-
1
A/R to Narayanpura Km. 0/0 to 3/20
11250
-
1
Total
67343.75
1845218
27.4
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]. with all lead & lift 50/75mm compacted thickness with 3.3% bitumen VG30 grade
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
68.2
-
1
Total
68.2
334180
4900
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 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.
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
8148.75
-
1
A/R to Bhimlat Km. 0/0 to 2/0
1462.5
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
7605
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
5718.75
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
1458.75
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
11625
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
3375
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
6562.5
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
3950
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
4500
-
1
Barmani Mataji Km. 0/0 to 0/800
1687.5
-
1
A/R to Narayanpura Km. 0/0 to 3/20
11250
-
1
Total
67343.75
720578
10.7
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
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
8148.75
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
4950
-
1
A/R to Bhimlat Km. 0/0 to 2/0
7312.5
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
7605
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
5718.75
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
1458.75
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
11625
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
14625
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
6562.5
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
15350
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
4500
-
1
Barmani Mataji Km. 0/0 to 0/800
3000
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
6375
-
1
A/R to Narayanpura Km. 0/0 to 3/20
12000
-
1
Total
109231.25
10595431
97
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
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
8148.75
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
4950
-
1
A/R to Bhimlat Km. 0/0 to 2/0
7312.5
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
7605
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
5718.75
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
1458.75
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
11625
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
14625
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
6562.5
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
15350
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
4500
-
1
Barmani Mataji Km. 0/0 to 0/800
3000
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
6375
-
1
A/R to Narayanpura Km. 0/0 to 3/20
12000
-
1
Total
109231.25
3386168
31
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..
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
814.88
-
1
A/R to Bhimlat Km. 0/0 to 2/0
337.5
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
945
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
202.13
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
871.88
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
666
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
675
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
360
-
1
Barmani Mataji Km. 0/0 to 0/800
480
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
1200
-
1
A/R to Narayanpura Km. 0/0 to 3/20
1920
-
1
Total
8472.38
1033629
122
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing.
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
55
-
1
A/R to Bhimlat Km. 0/0 to 2/0
27.5
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
13.5
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
28.13
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
56.25
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
37.5
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
37.5
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
112.5
-
1
Total
367.88
960521
2611
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
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
110
-
1
A/R to Bhimlat Km. 0/0 to 2/0
41.25
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
42.19
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
84.38
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
75
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
168.75
-
1
Total
521.56
2679788
5138
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). 300 mm dia
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
15
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
30
-
1
A/R to Bhimlat Km. 0/0 to 2/0
15
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
7.5
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
15
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
7.5
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
7.5
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
30
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
7.5
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
30
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
7.5
-
1
Barmani Mataji Km. 0/0 to 0/800
15
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
15
-
1
A/R to Narayanpura Km. 0/0 to 3/20
15
-
1
Total
217.5
235770
1084
Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
2
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
2
-
1
A/R to Bhimlat Km. 0/0 to 2/0
2
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
1
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
2
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
1
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
2
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
2
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
2
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
2
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
1
-
1
Barmani Mataji Km. 0/0 to 0/800
2
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
2
-
1
A/R to Narayanpura Km. 0/0 to 3/20
2
-
1
Total
25
82500
3300
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. 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 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 MoRD specification.
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
2
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
2
-
1
A/R to Bhimlat Km. 0/0 to 2/0
1
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
2
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
2
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
2
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
2
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
2
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
2
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
2
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
2
-
1
Barmani Mataji Km. 0/0 to 0/800
1
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
1
-
1
A/R to Narayanpura Km. 0/0 to 3/20
2
-
1
Total
25
176000
7040
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)
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
2
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
1
-
1
A/R to Bhimlat Km. 0/0 to 2/0
3
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
2
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
2
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
1
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
4
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
5
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
2
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
5
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
2
-
1
Barmani Mataji Km. 0/0 to 0/800
1
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
3
-
1
A/R to Narayanpura Km. 0/0 to 3/20
4
-
1
Total
37
56721
1533
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)
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
9
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
4
-
1
A/R to Bhimlat Km. 0/0 to 2/0
8
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
8
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
8
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
2
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
12
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
16
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
8
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
16
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
4
-
1
Barmani Mataji Km. 0/0 to 0/800
4
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
8
-
1
A/R to Narayanpura Km. 0/0 to 3/20
13
-
1
Total
120
52920
441
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
138.75
-
1
Total
138.75
4578
33
Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Bituminous course – 50-75mm thick alongwith premix carpet and surface dressing but without disturbing the base with all lift and lead upto 1000m for reusable Materials. With power driven scarifier
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
814.88
-
1
A/R to Bhimlat Km. 0/0 to 2/0
150
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
393.75
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
6000
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
101.06
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
1162.5
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
346.88
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
600
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
450
-
1
Barmani Mataji Km. 0/0 to 0/800
1687.5
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
1125
-
1
A/R to Narayanpura Km. 0/0 to 3/20
11250
-
1
Total
24081.57
250448
10.4
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
50
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
50
-
1
A/R to Bhimlat Km. 0/0 to 2/0
90
-
1
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
10
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
50
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
10
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
15
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
150
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
10
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
400
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
10
-
1
Barmani Mataji Km. 0/0 to 0/800
100
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
220
-
1
A/R to Narayanpura Km. 0/0 to 3/20
175
-
1
Total
1340
670000
500
Providing, laying and spreading of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III
-
-
-
Dola ki Jhopriya to Kalpuriya Km. 0/0 to 2/50
244.46
-
1
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
150
-
1
A/R to Bhimlat Km. 0/0 to 2/0
225
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
320
-
1
Raithal Ajeta road to Kalanyanpura Majra Km. Km. 0/0 to 1/0
60.64
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
348.75
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
1170
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
208.13
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
450
-
1
A/R to Gadegal (VR-12) Km. 0/0 to 1/350
90
-
1
Barmani Mataji Km. 0/0 to 0/800
90
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
225
-
1
A/R to Narayanpura Km. 0/0 to 3/20
360
-
1
Total
3941.98
1706875
433
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 60 cm equilateral triangle
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
2
-
1
A/R to Bhimlat Km. 0/0 to 2/0
4
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
5
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
1
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
6
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
8
-
1
Barmani Mataji Km. 0/0 to 0/800
8
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
16
-
1
A/R to Narayanpura Km. 0/0 to 3/20
20
-
1
Total
70
125300
1790
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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 60 cm circular
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
2
-
1
A/R to Bhimlat Km. 0/0 to 2/0
2
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
4
-
1
Dolara to Baldevpura Km. 0/0 to 3/500
1
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
4
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
4
-
1
Barmani Mataji Km. 0/0 to 0/800
2
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
4
-
1
A/R to Narayanpura Km. 0/0 to 3/20
4
-
1
Total
27
54567
2021
Providing and fixing of precast concrete interlocking blocks of 80mm thick (M-30 Grade) manufactured from fully computerized automatic stationery hydraulic vibto perssed machine & full computerized automatic batching plant of class A-I as per BS: 6717-2001. The CC interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compected sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable Material with all leads & lifts and stacking of serviceable Material complete job is to be executed as per the instructions of Engineer-in- charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks: 1. Shape : As specified by Engineer-in-charge. 2. Tensile splitting strength and breaking load as per BS : 6717-2001. 3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm 5. Variation in thickness : Less than 3.2mm
-
-
-
A/R Ramganj Balaji to Umrach to Rayta (VR-177) Km. 0/650 to 3/05
270
-
1
Bairwa Ki Jhonpariya to Rampuriya (VR 568) Km. 0/0 to 2/0
375
-
1
Total
645
313470
486
Filling pot holes and patch repair with WBM as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404].
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
270
-
1
A/R to Bhimlat Km. 0/0 to 2/0
585
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
1125
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
1140
-
1
Barmani Mataji Km. 0/0 to 0/800
126
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
510
-
1
A/R to Narayanpura Km. 0/0 to 3/20
60
-
1
Total
3816
446472
117
Filling pot-holes and patch repairs with open-graded premix surfacing, 20mm thick compacted with bitumen binder VG10 @14.60 kg/10 sqm and aggregate in Hot Mix Plant, transporting the mixed Material with tipper and laying manually to the required level and grade, rolling with power roller, 8-10 tonne, removal of all failed Material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous Material as per Clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 including cost of tack coat and excluding cost of seal coat with lead for mix of Material 1 km. (MoRTH specification : Clause 3004.2)
-
-
-
A/R to Bhimlat Km. 0/0 to 2/0
877.5
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
1687.5
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
1710
-
1
Barmani Mataji Km. 0/0 to 0/800
157.5
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
765
-
1
A/R to Narayanpura Km. 0/0 to 3/20
90
-
1
Total
5287.5
560475
106
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 Dozer with lead upto 100 mtrs.
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
82.5
-
1
A/R to Bhimlat Km. 0/0 to 2/0
1648.13
-
1
A/R to Raghuveerpura Km. 0/0 to 1/800
84.38
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
294.75
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
3392.5
-
1
Total
5502.26
396162
72
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 Dozer with lead upto 100 mtrs.
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
82.5
-
1
A/R to Bhimlat Km. 0/0 to 2/0
1648.13
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
182.25
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
3392.5
-
1
Total
5305.38
291795
55
Providing and applying tack coat on the prepared surface, with bitumen VG10 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.
-
-
-
Bundi-Alod-Mendi-Gothra-Nainwa-Uniyara Road Km. 0/0 to 1/0
4950
-
1
A/R to Bhimlat Km. 0/0 to 2/0
5850
-
1
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
11250
-
1
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
11400
-
1
Barmani Mataji Km. 0/0 to 0/800
1050
-
1
A/R to Datunda (VR-228) Km. 0/0 to 2/0
5100
-
1
A/R to Narayanpura Km. 0/0 to 3/20
600
-
1
Total
40200
357780
8.9
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
-
-
-
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
1101.6
-
1
Total
1101.6
78213
71
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
91.8
-
1
Total
91.8
288802
3146
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.
-
-
-
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
326.4
-
1
Total
326.4
1200172
3677
Providing cement plaster 12mm thick in cement mortar 1:3 at all levels (MoRTH specification : clause 1000/1300)
-
-
-
A/R to Dolara Via Bibanwa Km. 0/0 to 4/900
1360
-
1
Total
1360
133280
98
Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth By Dozer with lead upto 100 mtrs.
-
-
-
Megharawat Ki Jhonpariyan Kheeniya (VR-28) Km. Km. 0/0 to 4/0
450
-
1
Total
450
55350
123
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