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Rehabilitation Of Rural Road ( Mdr , Odr And Vr ) Under Ridf-25 In Year 2019-20 In Kota District ( Package No . Rj-23-03/Ridf-Xxv/2019-20 ) , KOTA-Rajasthan

Public Works Department-PWD has published Rehabilitation Of Rural Road ( Mdr , Odr And Vr ) Under Ridf-25 In Year 2019-20 In Kota District ( Package No . Rj-23-03/Ridf-Xxv/2019-20 ) . Submission Date for this Tender is 17-06-2020. Road Work Tenders in KOTA Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

24438230
Rehabilitation Of Rural Road ( Mdr , Odr And Vr ) Under Ridf-25 In Year 2019-20 In Kota District ( Package No . Rj-23-03/Ridf-Xxv/2019-20 )
Open Tender
Indian
Rajasthan
KOTA
17-06-2020

Tender Details

Rehabilitation Of Rural Road ( Mdr , Odr And Vr ) Under Ridf-25 In Year 2019-20 In Kota District ( Package No . Rj-23-03/Ridf-Xxv/2019-20 )

Key Value

Document Fees
INR 2000 /-
EMD
INR 522720.0 /-
Tender Value
INR 2.61 Crore /-

BOQ Items

Name of work:- REHABILITATION OF RURAL ROAD (MDR, ODR AND VR) UNDER RIDF-25 IN YEAR 2019-20 IN KOTA DISTRICT (PACKAGE NO. : RJ-23-03/RIDF-XXV/2019-20)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Thorney Jungle
2 1.1 Chandrasal to Manasgaon 0.882 E
3 1.2 Balapura-Khajurna-via Baniyani 2.444 E
4 1.3 Jhalawar Road to Tholpura 0.26 E
5 1.4 A/R to Ummedpura 0.6 E
6 1.5 Total 4.186 P.Hect.
7 2 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].. Stone metal crust 50mm to 100mm thick with pick axes alongwith premix carpet/surface dressing with all lift and lead upto 1000m for reusable Materials. (By Manual Means)
8 2.1 Chandrasal to Manasgaon 5625 E
9 2.2 Total 5625 Per Sqm
10 3 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
11 3.1 Chandrasal to Manasgaon 787.5 E
12 3.2 Balapura-Khajurna-via Baniyani 1833 E
13 3.3 Jhalawar Road to Tholpura 150 E
14 3.4 A/R to Ummedpura 337.5 E
15 3.5 Total 3108 Per Cum
16 4 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
17 4.1 Chandrasal to Manasgaon 1301.27 E
18 4.2 Jhalawar Road to Tholpura 139.688 E
19 4.3 Total 1440.95 Per Cum
20 5 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
21 5.1 Chandrasal to Manasgaon 1721.25 E
22 5.2 Balapura-Khajurna-via Baniyani 1350 E
23 5.3 Jhalawar Road to Tholpura 421.875 E
24 5.4 A/R to Ummedpura 1265.62 E
25 5.5 Total 4758.75 Per Cum
26 6 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
27 6.1 Chandrasal to Manasgaon 11475 E
28 6.2 Balapura-Khajurna-via Baniyani 6000 E
29 6.3 Jhalawar Road to Tholpura 1875 E
30 6.4 A/R to Ummedpura 5625 E
31 6.5 Total 24975 Per Sqm
32 7 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.
33 7.1 Chandrasal to Manasgaon 11475 E
34 7.2 Balapura-Khajurna-via Baniyani 6120 E
35 7.3 Jhalawar Road to Tholpura 1875 E
36 7.4 A/R to Ummedpura 5625 E
37 7.5 Total 25095 Per Sqm
38 8 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder using plastic waste\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cuting in a hotmix 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 MoRD Specification Clause 508. case II By mechanical means.
39 8.1 Chandrasal to Manasgaon 11475 E
40 8.2 Balapura-Khajurna-via Baniyani 22912.5 E
41 8.3 Jhalawar Road to Tholpura 1875 E
42 8.4 A/R to Ummedpura 5625 E
43 8.5 Total 41887.5 Per Sqm
44 9 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 VG10 grade
45 9.1 Chandrasal to Manasgaon 11475 E
46 9.2 Balapura-Khajurna-via Baniyani 22912.5 E
47 9.3 Jhalawar Road to Tholpura 1875 E
48 9.4 A/R to Ummedpura 5625 E
49 9.5 Total 41887.5 Per Sqm
50 10 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)
51 10.1 Chandrasal to Manasgaon 4 E
52 10.2 Balapura-Khajurna-via Baniyani 6 E
53 10.3 A/R to Ummedpura 2 E
54 10.4 Total 12 Each
55 11 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)
56 11.1 Chandrasal to Manasgaon 13 E
57 11.2 Balapura-Khajurna-via Baniyani 24 E
58 11.3 A/R to Ummedpura 6 E
59 11.4 Total 43 Each
60 12 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.
61 12.1 Chandrasal to Manasgaon 2 E
62 12.2 Balapura-Khajurna-via Baniyani 2 E
63 12.3 Jhalawar Road to Tholpura 2 E
64 12.4 A/R to Ummedpura 2 E
65 12.5 Total 8 Each
66 13 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.
67 13.1 Chandrasal to Manasgaon 56.25 E
68 13.2 Jhalawar Road to Tholpura 74.25 E
69 13.3 Total 130.5 Per Cum
70 14 Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Category 'B' denated only two side like I,Z,T shape etc. as per IRC SP 63:2004
71 14.1 Chandrasal to Manasgaon 562.5 E
72 14.2 Jhalawar Road to Tholpura 562.5 E
73 14.3 Total 1125 Per Sqm
74 15 Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
75 15.1 Chandrasal to Manasgaon 12 E
76 15.2 Jhalawar Road to Tholpura 12 E
77 15.3 Total 24 Per Cum
78 16 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]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials
79 16.1 Balapura-Khajurna-via Baniyani 4200 E
80 16.2 Jhalawar Road to Tholpura 1170 E
81 16.3 A/R to Ummedpura 2925 E
82 16.4 Total 8295 Per Sqm
83 17 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.
84 17.1 Balapura-Khajurna-via Baniyani 960 E
85 17.2 Jhalawar Road to Tholpura 225 E
86 17.3 A/R to Ummedpura 787.5 E
87 17.4 Total 1972.5 Per Cum
88 18 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].
89 18.1 Balapura-Khajurna-via Baniyani 2367.75 E
90 18.2 Total 2367.75 Per Sqm
91 19 Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.225 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.
92 19.1 Balapura-Khajurna-via Baniyani 16912.5 E
93 19.2 Total 16912.5 Per Sqm
94 20 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
95 20.1 Balapura-Khajurna-via Baniyani 1162.54 E
96 20.2 Total 1162.54 Per Cum
97 21 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.
98 21.1 Jhalawar Road to Tholpura 97.5 E
99 21.2 Total 97.5 Per Cum
100 22 Earthwork in excavation of foundation structures as per drawing and technical specifications (MoRTH specification : clause No. 304) By Mannual Means ( dewatering not required) Ordinary soil
101 22.1 Jhalawar Road to Tholpura 72 E
102 22.2 Total 72 Per Cum
103 23 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]. With 20mm nominal size aggregate P.C.C. M-20 grade
104 23.1 Jhalawar Road to Tholpura 27 E
105 23.2 Total 27 Per Cum
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