Pradhan Mantri Gram Sadak Yojana-PMGSY has published Up-Gradation Of Roads Under Pmgsy-Iii Batch-I In Distt . Chittorgarh . Package No . Rj10p312. Submission Date for this Tender is 06-11-2020. Road Repair Tenders in Chittorgarh Rajasthan. Bidders can get complete Tender details and download the document.
Name of Work: Up-gradation of roads under PMGSY-III Batch-I in Distt. Chittorgarh. Package No. RJ10P312 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108. Working bench mark as per drawing No. 200.1 of MoRD specifications including the cost of material required for construction Height upto 1.00 m from GL | |||
2 | 1.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 48 | Per no. | |
3 | 1.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 27 | Per no. | |
4 | 2 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Specification Clause 201. | |||
5 | 2.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 4.9875 | Hect. | |
6 | 2.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 2.86125 | Hect. | |
7 | 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRD Specification Clause 202 By Mechanical Means Bituminous Courses | |||
8 | 3.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 468 | Cum | |
9 | 3.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 228.375 | Sqm | |
10 | 4 | Excavation for roadway in Soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Specification Clause 302.3.5 | |||
11 | 4.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 12496.7 | Cum. | |
12 | 4.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 8973.08 | Cum. | |
13 | 5 | Excavation in ordinary rock including loading in a truck and carrying of excavated material to embankment site with all lift and lead upto 1000 m as per Technical Specification Clause 302.3.5 | |||
14 | 5.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2545.06 | Cum. | |
15 | 5.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
16 | 6 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5 extra for each additional Lead of 50m or part there of above the first 50m for all soils upto 500m Lead | |||
17 | 6.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 5728.19 | Cum | |
18 | 6.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
19 | 7 | 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 10 km as per MoRD Specification Clause 301.5 | |||
20 | 7.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 12896.2 | Cum. | |
21 | 7.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 16723.7 | Cum. | |
22 | 8 | Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m 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 MoRD Specification Clause 401. (i) For Grading I Material | |||
23 | 8.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 5566.88 | Cum. | |
24 | 8.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 3722.83 | Cum. | |
25 | 9 | 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 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead | |||
26 | 9.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 7052.44 | Cum. | |
27 | 9.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 3256.38 | Cum. | |
28 | 10 | Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m 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 MoRD Specification Clause 401. For Grading III Material | |||
29 | 10.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 4823.48 | Cum. | |
30 | 10.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 2897.55 | Cum. | |
31 | 11 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502 | |||
32 | 11.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 44053.7 | Sqm. | |
33 | 11.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 24372.3 | Sqm. | |
34 | 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503 | |||
35 | 12.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 44053.7 | Sqm. | |
36 | 12.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
37 | 13 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 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 MoRD Specification Clause 504. Bitumen (VG-30) | |||
38 | 13.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2202.68 | Cum | |
39 | 13.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 1218.62 | Cum | |
40 | 15 | 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 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 cutting 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. Waste Plastic @ 8% of bitumen.Case -II By mechnical means Bitumen VG-30 | |||
41 | 15.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 44056.6 | sqm | |
42 | 15.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 24376.6 | sqm | |
43 | 16 | 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 MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30) | |||
44 | 16.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 44056.6 | sqm | |
45 | 16.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 24376.6 | sqm | |
46 | 17 | 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 1106. 300 mm dia | |||
47 | 17.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 125 | RM | |
48 | 17.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 150 | RM | |
49 | 18 | 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 1106. 600 mm dia | |||
50 | 18.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 150 | RM | |
51 | 18.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 212.5 | RM | |
52 | 19 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) with 40 mm and down graded metal | |||
53 | 19.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2330.62 | Cum. | |
54 | 19.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 899.95 | Cum | |
55 | 20 | Construction of plastic cell filled cement concrete pavement, with M30 grade concrete, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using screed and plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.19-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge. To be laid in full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. The sub base should be provided with concrete/stone block or brick on edge on either side of the carriageway protecting the sub base with full thickness of the concrete pavement for its confinement and protection. curing of concrete slabs for 14 - days, curing compound ( where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement. | |||
56 | 20.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 5704.05 | Sqm | |
57 | 20.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
58 | 21 | Providing crushed run stone aggregate greading conforming to table 400.20 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRD Specification Clause 411 to form a layer of sub-base/base With 37.5 mm maximum size of aggregates | |||
59 | 21.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 329.709 | Cum. | |
60 | 21.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 253.171 | Cum. | |
61 | 22 | Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, 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 needle, screed and plate vibrators 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 curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments | |||
62 | 22.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 437.6 | Cum. | |
63 | 22.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 1533.4 | Cum. | |
64 | 23 | Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501 | |||
65 | 23.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 56.7 | Kg | |
66 | 23.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 605 | Kg | |
67 | 24 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth | |||
68 | 24.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 1004.8 | Cum | |
69 | 24.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 968.885 | Cum | |
70 | 25 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.CC. grade M10 Norminal Mix 1:3:6 | |||
71 | 25.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 152.516 | Cum | |
72 | 25.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 41.6924 | Cum | |
73 | 26 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7 | |||
74 | 26.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 801.6 | Each | |
75 | 26.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 394.6 | Each | |
76 | 27 | Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 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 rock Upto 3 m depth (not Required Blasting) | |||
77 | 27.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 244.608 | Cum | |
78 | 27.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
79 | 28 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:4 cement mortar | |||
80 | 28.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 906.5 | Cum | |
81 | 28.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
82 | 29 | Filling annular space around footing in rock as per MoRD specification Clause 1203.4.3. P.C.C grade M 15 Nominal mix 1:2.5:5 | |||
83 | 29.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 577.414 | Cum. | |
84 | 29.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
85 | 30 | 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 1106.1000 mm dia | |||
86 | 30.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 240 | Mtr | |
87 | 30.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 142.5 | Mtr | |
88 | 31 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. | |||
89 | 31.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 643.6 | Sqm | |
90 | 31.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 295.436 | Sqm | |
91 | 32 | Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 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. Hard rock | |||
92 | 32.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 364 | Cum | |
93 | 32.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
94 | 33 | 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 1106.1200 mm dia | |||
95 | 33.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 150 | Mtr | |
96 | 33.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
97 | 34 | Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8 Granular material | |||
98 | 34.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | |||
99 | 34.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 37.312 | Cum | |
100 | 35 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRD specifications Clause 1302 Stone/Boulder | |||
101 | 35.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 80 | Cum | |
102 | 35.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 8 | Cum | |
103 | 36 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRD Specification Clause 202. By Mechanical Means Cement Concrete | |||
104 | 36.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 121.66 | Cum | |
105 | 36.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 121.66 | Cum | |
106 | 37 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRD Specification Clause 202. Cement mortar | |||
107 | 37.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | |||
108 | 37.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 121.66 | Cum | |
109 | 38 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 1701 | |||
110 | 39 | 900 mm equilateral & triangle | |||
111 | 39.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 30 | Each | |
112 | 39.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 28 | Each | |
113 | 40 | 600 mm Circular | |||
114 | 40.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 6 | Each | |
115 | 40.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4 | Each | |
116 | 41 | 800 mm x 600 mm rectangular | |||
117 | 41.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 5 | Each | |
118 | 41.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4 | Each | |
119 | 42 | 600 mm x 450 mm rectangular | |||
120 | 42.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 5 | Each | |
121 | 42.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4 | Each | |
122 | 43 | 600 mm equilateral & triangle | |||
123 | 43.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 5 | Each | |
124 | 43.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4 | Each | |
125 | 44 | 900 mm high octagon | |||
126 | 44.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 6 | Each | |
127 | 44.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 2 | Each | |
128 | 45 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. | |||
129 | 45.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2 | Each | |
130 | 45.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4 | Each | |
131 | 46 | Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700 | |||
132 | 46.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2 | Each | |
133 | 46.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 3 | Each | |
134 | 47 | Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700 | |||
135 | 47.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | |||
136 | 47.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 2 | Each | |
137 | 48 | Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of MS sheet of 1.6 mm thick of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic 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. | |||
138 | 48.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2 | Each | |
139 | 48.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 2 | Each | |
140 | 49 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 upto 0.9 sqm size board | |||
141 | 49.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 5.4 | Sqm | |
142 | 49.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 5.4 | Sqm | |
143 | 50 | Supply & Fixing of flood gauge (water Gauge) as per I.R.C. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 M. long. | |||
144 | 50.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2 | Each | |
145 | 50.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 2 | Each | |
146 | 51 | Supply of Sign Board size 120x75 made out of 1.25 mm thick M.S. sheet duly framed with 33.3 mm ODMS black tube medium class as per IS- 1239 (Part-I) 1979 with inner support of M.S. flat 12x3 mm whole structure is fixed on two posts of 42 mm ODMS black tube (Medium class ) as per IS-1239 processed with blue stoving enamel paint and white figuring direction arrow in superior quality of synthetic enamel paint | |||
147 | 51.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 4 | Each | |
148 | 51.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4 | Each | |
149 | 52 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it. | |||
150 | 52.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 4 | Each | |
151 | 52.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4 | Each | |
152 | 53 | Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. : 90 x 75 cm. | |||
153 | 53.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2 | Each | |
154 | 53.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 5 | Each | |
155 | 54 | Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. | |||
156 | 54.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 950 | Each | |
157 | 54.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 545 | Each | |
158 | 55 | Supply of centerline Raised Pavement Marker (RPM) size 125 x75x20 mm made out of Aluminium alloy duly white powder coating paint with two side reflective having fixing provision with nail complete in all respect. | |||
159 | 55.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | |||
160 | 55.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 55 | Each | |
161 | 56 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | |||
162 | 56.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2 | No | |
163 | 56.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 2 | No | |
164 | 57 | Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom | |||
165 | 57.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 16 | No | |
166 | 57.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 16 | No | |
167 | 58 | Fixing of sign board having two posts including excavation cement concrete 1:5:10(30X30X60 cms.) and transportation complete of size. : | |||
168 | 59 | 150x120 cm & 120x75 cm | |||
169 | 59.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 4 | No | |
170 | 59.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4 | No | |
171 | 60 | 60x75 cm, 90x60 cm, 75x45 cm, & 60x45 cm. | |||
172 | 60.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 20 | No | |
173 | 60.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 20 | No | |
174 | 61 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 | |||
175 | 62 | 5th Kilometre Stone (precast) | |||
176 | 62.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 2 | Each | |
177 | 62.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 1.09 | Each | |
178 | 63 | Ordinary Kilometer Stone (Precast) | |||
179 | 63.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 9 | Each | |
180 | 63.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 4.45 | Each | |
181 | 64 | 200 m stone (precast) | |||
182 | 64.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 37 | Each | |
183 | 64.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 37 | Each | |
184 | 65 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704 | |||
185 | 65.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 65 | Each | |
186 | 65.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 65 | Each | |
187 | 66 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic | |||
188 | 66.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 22.5 | Mtr | |
189 | 66.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 22.5 | Mtr | |
190 | 67 | 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. | |||
191 | 67.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 1173 | Sqm. | |
192 | 67.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 835 | Sqm. | |
193 | 68 | Detail survey of site with total station including plane table survey of builtup area showing road level, boundary walls, electric poles, adjacent building / plot details, set back, other existing structures ( temporary or permanent ), sewer lines & septic tank, main plumbing lines, nalahs or drains water bodies/water logging areas as may be required depending upon the site conditions/ topography of the area including printout on required size paper in three copies & one soft copy of approved media | |||
194 | 68.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | 9.5 | P.KM | |
195 | 68.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | |||
196 | 69 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5 extra for each additional Lead of 50m or part there of above the first 50m for all soils upto 500m Lead | |||
197 | 69.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | |||
198 | 69.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 476.397 | Cum | |
199 | 70 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. | |||
200 | 70.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | |||
201 | 70.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 24372.3 | Sqm. | |
202 | 71 | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98- 2013 over Item No. 5.3 @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of MoRD Specifications) | |||
203 | 71.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | |||
204 | 71.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 1218.62 | Cum | |
205 | 72 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:6 cement mortar | |||
206 | 72.01 | T01- SH-9A (Shri Nagar) to Menal Via Jogniya Mata Ji | |||
207 | 72.02 | T02- ODR-12 to katunda Mod Via Banora Balaji | 418.408 | Cum | |
208 | 73 | Total Construction Part | 1 | Total | |
209 | 74 | Routine Mainteenance work After Completion of works for Five Year Fixed Amount | |||
210 | 74.1 | For 1st Year (0.68%) | 14.95 | Km | |
211 | 74.2 | For 2nd Year (0.87%) | 14.95 | Km | |
212 | 74.3 | For 3rd Year (1.12%) | 14.95 | Km | |
213 | 74.4 | For 4th Year (1.31%) | 14.95 | Km | |
214 | 74.5 | For 5th Year (1.52%) | 14.95 | Km | |
215 | 74.6 | Total Estimated cost for Maintenance work | 14.95 | Nos |
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