}

Up-Gradation Of Roads Under Pmgsy-Iii Batch-I In Distt . Chittorgarh . Package No . Rj10p312, Chittorgarh-Rajasthan

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.




Tender Notice

25826232
Up-Gradation Of Roads Under Pmgsy-Iii Batch-I In Distt . Chittorgarh . Package No . Rj10p312
Open Tender
Indian
Rajasthan
Chittorgarh
06-11-2020

Tender Details

Up-Gradation Of Roads Under Pmgsy-Iii Batch-I In Distt . Chittorgarh . Package No . Rj10p312

Key Value

Document Fees
INR 5000 /-
EMD
INR 2301660.0 /-
Tender Value
INR 11.50 Crore /-

BOQ Items

Name of Work: Up-gradation of roads under PMGSY-III Batch-I in Distt. Chittorgarh. Package No. RJ10P312
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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