| 1 | 1 | Road from Antijola to Maniga of Srikakulam Dist up to Mandal Boundary in Kurupam Mandal of Vizianagaram Dist. | | | |
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| 2 | 1.01 | Road Portion | | | |
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| 3 | 1.02 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD/MORTH including overhead & Contractor profit, but excluding GST and Seignorage charges etc.,complete for roadway jungle. | | 12480 | Sqm |
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| 4 | 1.03 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 , 301.7 MORD/ 305 MORTH including overhead & Contract profit, but excluding GST and seigiorage charges etc., complete for Widening of Embankment | | 12500 | Cum |
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| 5 | 1.04 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibrtory roller 80-100KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification clasue 301.5 MORD including contractors profit and overhead charges but excluding GST and Seignorage charges etc., complete | | 2400 | Cum |
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| 6 | 1.05 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including contractors profit and overhead charges but excluding GST and Seignorage charges etc., complete | | 1300 | Cum |
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| 7 | 1.06 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD including contractors profit & Over head charges, but excluding GST & Seigniorage etc. | | 500 | Cum |
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| 8 | 1.07 | Construction of granular sub-base by providing well graded material(Table 400.1) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor 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 Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and Seigneorage etc. complete. | | 1408.6 | Cum |
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| 9 | 1.08 | Construction of Shoulders by providing Selected earth having minimum CBR of 100% MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20 respectively and and spreading in uniform layers with tractor grader on prepared surface and copacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 407 MoRD,305&305.4.4 MoRT&H including contractors profit & Over head charges, but excluding GST and Seigneorage etc. complete. | | 1293.75 | Cum |
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| 10 | 1.09 | 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 Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete | | 1314.23 | Cum |
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| 11 | 1.1 | 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 Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work. | | 8574 | Sqm |
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| 12 | 1.11 | 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 Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work. | | 8574 | Sqm |
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| 13 | 1.12 | Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates as per Table 500.11 of MORD using viscous grade VG30 bitumen to required line, grade and levle to serve as wearing course on a previously prepared base, in cluding mixing in a suitable Hot mix plant ( By mechanical means), laying nad rolling wiht a three wheel 8-10KN static roller and finishing to required level and grades as per Technical Specification clause 507 MORD, including contractors profit & Over head charges, but excluding GST and Seignorage etc., Completed. | | 8298.4 | Cum |
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| 14 | 1.13 | Construction of un-reinforced, dowel jointed at expnasino and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43grade 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 agregate not exceeding 25 mm and cement content in the mix to be 350 Kg /cum (Ordinary portland cement ) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170`mm thick with 3.25 m joint spacing. | | 63.75 | Cum |
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| 15 | 2 | Construction of 1000mm dia Pipe Culverts with 4 Pipes at 0/00Km - 1 Nos. | | | |
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| 16 | 2.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for foundations. | | 49.12 | Cum |
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| 17 | 2.02 | Filling in foundation trenches with Sand as per drawing and Technical specification Clause 305.3.9 MORD and 304 MORTH, including overhead charges and Contractors profit but excluding GST and Seigniorage charges etc., complete for foudation | | 6.22 | Cum |
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| 18 | 2.03 | Providing plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for foundations. | | 4.77 | Cum |
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| 19 | 2.04 | Providing Plain cement concrete M 15 grade using 40,20 & 10mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for head walls and parapet. | | 22.09 | Cum |
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| 20 | 2.05 | Providing and laying RCC pipe NP3 class ( as per design )for culverts on prepared bedding (PCC - M 10 ) but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clause 1106 and as per cluase 1100 of MORD including overhead charges & Contractors profit but excluding seignorage charges and GST etc., complete for laying of pipes. | | 10 | Rmt |
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| 21 | 3 | Construction of 1000mm dia Pipe Culverts at 0/440Km, 0/580Km, 0/720Km, 0/920Km - 4 Nos. | | | |
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| 22 | 3.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for foundations. | | 175.8 | Cum |
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| 23 | 3.02 | Filling in foundation trenches with Sand as per drawing and Technical specification Clause 305.3.9 MORD and 304 MORTH, including overhead charges and Contractors profit but excluding GST and Seigniorage charges etc., complete for foudation | | 13.08 | Cum |
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| 24 | 3.03 | Providing plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for foundations. | | 19.08 | Cum |
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| 25 | 3.04 | Providing Plain cement concrete M 15 grade using 40,20 & 10mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for head walls and parapet. | | 88.56 | Cum |
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| 26 | 3.05 | Providing and laying RCC pipe NP3 class ( as per design )for culverts on prepared bedding (PCC - M 10 ) but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clause 1106 and as per cluase 1100 of MORD including overhead charges & Contractors profit but excluding seignorage charges and GST etc., complete for laying of pipes. | | 30 | Rmt |
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| 27 | 4 | Construction of 1000mm dia Pipe culverts with 4.0mts height of wall at 1/040, 1/180Kms -2 Nos | | | |
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| 28 | 4.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for foundations. | | 117.48 | Cum |
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| 29 | 4.02 | Filling in foundation trenches with Sand as per drawing and Technical specification Clause 305.3.9 MORD and 304 MORTH, including overhead charges and Contractors profit but excluding GST and Seigniorage charges etc., complete for foudation | | 7.56 | Cum |
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| 30 | 4.03 | Providing plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST 0etc., complete for foundations. | | 11.6 | Cum |
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| 31 | 4.04 | Providing Plain cement concrete M 15 grade using 40,20 & 10mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for head walls and parapet. | | 64.98 | Cum |
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| 32 | 4.05 | Providing and laying RCC pipe NP3 class ( as per design )for culverts on prepared bedding (PCC - M 10 ) but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clause 1106 and as per cluase 1100 of MORD including overhead charges & Contractors profit but excluding seignorage charges and GST etc., complete for laying of pipes. | | 15 | Rmt |
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| 33 | 5 | Construction of 1000mm dia Pipe culverts with 5.0mts height of wall - 2 Nos. | | | |
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| 34 | 5.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for foundations. | | 134.18 | Cum |
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| 35 | 5.02 | Filling in foundation trenches with Sand as per drawing and Technical specification Clause 305.3.9 MORD and 304 MORTH, including overhead charges and Contractors profit but excluding GST and Seigniorage charges etc., complete for foudation | | 7.8 | Cum |
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| 36 | 5.03 | Providing plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for foundations. | | 12.08 | Cum |
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| 37 | 5.04 | Providing Plain cement concrete M 15 grade using 40,20 & 10mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding seigniorage charges and GST etc., complete for head walls and parapet. | | 79.98 | Cum |
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| 38 | 5.05 | Providing and laying RCC pipe NP3 class ( as per design )for culverts on prepared bedding (PCC - M 10 ) but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clause 1106 and as per cluase 1100 of MORD including overhead charges & Contractors profit but excluding seignorage charges and GST etc., complete for laying of pipes. | | 15 | Rmt |
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| 39 | 6 | Construciton of 3.0Mts Slab Culvert at 0/240Kms - 1 Nos. | | | |
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| 40 | 6.01 | Earthwork in excavation for foudation of structures upto 3mts depth as per drawing and technical specification clause 300/1104 MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottion and backfilling with approved material including cost of all material , labour charges , hire charges of machinary, royalities, all taxes etc., complete as per direction of Engineer in charge including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete. | | 180.32 | Cum |
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| 41 | 6.02 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete For levelling course | | 27.05 | Cum |
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| 42 | 6.03 | Providing concrete for plain concrete M 15 grade for Pipe bedding using 40 mm Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete. | | 96.88 | Cum |
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| 43 | 6.04 | Plain cement concrete M15grade (Nominal mix) using 40,20 & 10mm HBG metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for Abutments, Piers, cut-off walls above Bed Level | | 82.8 | Cum |
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| 44 | 6.05 | Providing cement concrete of M25 grade design mix using minimum cement content of 250 kg/cum at maximum water cement ratio of 0.5 with 20mm and down graded size hard granite stone agregate in foundations upto a depth of 1.50mts below ground level and upto a height of 1.5mts above GL/ Bed level as per clause 802,803, 1202 and 1203 of technical specification of MoRD including all cost of materials and conveyance, labour, T& P etc including overhead charges & Contractors profit but excluding GST and seigniorage charges required for the work complete as per the direction of the Engineer-in-charge for Bed block, Dirt walls etc., (RBR-SBST-5). | | 3.9 | Cum |
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| 45 | 6.06 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete upto 5m height. - For Super Structure (Deck slab) | | 8.1 | Cum |
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| 46 | 6.07 | Providing and laying cement concrete wearing course M 30 grade (Design Mix) using 20& 10mm HBG metal excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges and contractors profit but excluding GST & Seigniorage chares | | 2.03 | Cum |
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| 47 | 6.08 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.3.7 MORD / 2706 & 2200 MORTH including overhead charges & Contractors profit but excluding GST and seigniorage charges | | 60 | Rmt |
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| 48 | 6.09 | Cost Supply and fixing of 12.50mm. Thick Bituminous Mastic pad including cost and conveyance and all labour charges but excluding GST and seignorage charges etc. complete.for expansion joints. | | 4.5 | Sqm |
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| 49 | 6.1 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST | | 1.5 | MTs |
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| 50 | 7 | Construction of Protection Wall | | | |
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| 51 | 7.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for foundations. | | 105 | Cum |
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| 52 | 7.02 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete For levelling course | | 15 | Cum |
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| 53 | 7.03 | Plain cement concrete M15grade (Nominal mix) using 40,20 & 10mm HBG metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for Abutments, Piers, cut-off walls above Bed Level | | 100 | Cum |
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| 54 | 7.04 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1206.6 MORD / 2706 & 2200 MORTH including overhead charges & Contractors profit but excluding GST and seigniorage charges | | 75 | Rmt |
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| 55 | 8 | Road Furniture | | | |
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| 56 | 8.01 | Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc., as per technical specification clause 1703 including overhead charges & Contractors profit but excluding GST and seigniorage charges for Ordinery KM Stones | | 3 | Nos |
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| 57 | 8.02 | Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc., as per technical specification clause 1703 including overhead charges & Contractors profit but excluding GST and seigniorage charges for HM Stones | | 9 | Nos |
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| 58 | 8.03 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including overhead charges & Contractors profit but excluding GST and seigniorage charges. | | 3 | Nos |
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| 59 | 8.04 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including overhead charges & Contractors profit but excluding GST and seigniorage charges for Place Identification | | 2 | Nos |
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| 60 | 8.05 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including overhead charges & Contractors profit but excluding GST and seigniorage charges for Logo Boards | | 1 | Nos |
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| 61 | 8.06 | Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.5mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600 mm , 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including overhead charges & Contractors profit but excluding GST and seigniorage charges | | 18 | Nos |
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| 62 | 8.07 | Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including overhead charges & Contractors profit but excluding GST and seigniorage charges | | 60 | Nos |
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