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.
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) | |||||
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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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