| 1 | 1 | Road from Aviri R&B Road Jn. to Dimmidijola of Srikakulam District up to Mandal Boundary in Kurupam Mandal of Vizianagaram District. | | | |
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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 . including contractors profit & Over head charges but excluding GST | | 20880 | 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 including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/ 305 MORTH including contractors profit & Over head charges, but excluding GST and seignorage charges. etc. complete. | | 30000 | Cum |
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| 5 | 1.04 | 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 (Credit for excavated rock found suitable for use @ 50 per cent quantity blasted) as per Technical Specification Clause 302.3.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | | 3000 | 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,transportation to embankment site with all lifts and lead beyond 100m & upto 1000m 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 & Over head charges, but excluding GST and seignorage charges. etc. complete. | | 2750 | Cum |
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| 7 | 1.06 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seignorage charges etc. complete. | | 3000 | 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 seignorage charges etc. complete. | | 3396.71 | Cum |
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| 9 | 1.08 | 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 seignorage charges etc., complete | | 3406.39 | Cum |
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| 10 | 1.09 | 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 contractors profit & Over head charges, but excluding GST and seignorage charges etc., complete for Prime Coat | | 22146.8 | Sqm |
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| 11 | 1.1 | 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 contractors profit & Over head charges, but excluding GST and seignorage charges etc., complete for Tack Coat | | 22146.8 | Sqm |
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| 12 | 1.11 | Providing and laying Open Graded Premix Carpet (OGPC) surfacing material of 20 mm thick composed of 13.20 mm to 5.60 mm size machine crushed hard blasted granite chips (Table 500.9 of MORD) using bitumen of VG 30 grade at the rate of 14.60 kgs per 10 sqm area of road surface over tack coat to required line, level, grade to serve as wearing course on previously prepared base including mixing in a Mixer of 6 to 10 T capacity,trasporting the mixer to point of use and rolloing with three wheeled 8-10 Tonnes capacity power roller and finishing to required level and grades including cost, conveyance, leads and lifts of all materials from approved sources, labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specifications clause 506 of MORD. including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for OGPC | | 22146.8 | Sqm |
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| 13 | 1.12 | Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping of grading of quality requirement as defined in table 500.3 of MORD with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by manual means with the bitumunous binder using 6.50 kgs of bitumen VG 30 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to required level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 508 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for seal coat. | | 22146.8 | Sqm |
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| 14 | 1.13 | Construction of improved subgrade/ Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery including contractors profit & Over head charges, but excluding GST and seignorage charges etc. complete. | | 3389.06 | Cum |
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| 15 | 1.14 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, 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 1501.22 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. | | 191.25 | Cum |
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| 16 | 2 | Road Furniture | | | |
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| 17 | 2.01 | 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 Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and Seignorage for Ordinary KM Stones | | 8 | Nos |
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| 18 | 2.02 | 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 Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges but excluding GST and Seignorage for HM Stones | | 24 | Nos |
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| 19 | 2.03 | 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 contractors profit & Over head charges, but excluding GST and Seignorage for Logo Boards | | 2 | Nos |
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| 20 | 2.04 | 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 contractors profit & Over head charges, but excluding GST and Seignorage for Information Boards | | 1 | Nos |
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| 21 | 2.05 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size board 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 contractors profit & Over head charges but excluding GST and Seignorage up to 0.9 sqm size board | | 46 | Nos |
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| 22 | 2.06 | 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 contractors profit & Over head charges but excluding GST and Seignorage with 600X 600 mm size MS sheet | | 1 | Nos |
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| 23 | 3 | Construction of 2V 6.0mts Span Slab Culvert at 2/500Kms. | | | |
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| 24 | 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 GST and seigniorage charges etc., complete for foundations. | | 704.96 | Cum |
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| 25 | 3.02 | Providing plain cement 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 GST and Seignorage charges for foundaton concrete Below low water level | | 72.93 | Cum |
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| 26 | 3.03 | Providing concrete for Plain cement concrete M 15 grade in open foundations using 40 mm,20mm & 10 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 GST and Seignorage charges Below low water level. for foundation footings of Abutments, Piers and Wing walls below Bed Level | | 328.31 | Cum |
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| 27 | 3.04 | Providing concrete for Plain cement concrete M 15 grade in open foundations using 40 mm,20mm & 10 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 GST and Seignorage charges Above low water level. for Abutments, Piers and wing walls Superstructure above Bed Level | | 224.41 | Cum |
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| 28 | 3.05 | Plain cement concrete M25 grade (Design Mix) using 20 & 10mm 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 upto 5m height. for Bed blocks | | 11.25 | Cum |
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| 29 | 3.06 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm 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 upto 5m height. for Deck slab | | 49.68 | Cum |
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| 30 | 3.07 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges & Contractors profit but excluding cost of steel and GST. for Wearing coat | | 7.24 | Cum |
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| 31 | 3.08 | Supply and fixing of mastic pads 25.40 mm including cost of materials, conveyance, royalty, labour, T&P and excluding GST etc complete as per the direction of Engineer-in-charge. | | 10.8 | Sqm |
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| 32 | 3.09 | Supplying, fitting, and placing HYSD bar reinforcement in substructure 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. | | 1.3 | MT |
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| 33 | 3.1 | 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 . | | 6 | MT |
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| 34 | 3.11 | 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | | 135 | NOs |
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| 35 | 3.12 | Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH including cost of materials, conveyance, royalty, taxes, labour, T&P etc complete as per the direction of Engineer-in-charge (RBR-SBST-11) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | | 93.7 | Cum |
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| 36 | 4 | Construction of 1000 mm dia Pipe Culvert- 22 Nos. | | | |
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| 37 | 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 GST and seigniorage charges etc., complete for foundations. | | 1541.32 | Cum |
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| 38 | 4.02 | Providing plain cement 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 GST and Seignorage charges for foundaton concrete Below low water level | | 182.82 | Cum |
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| 39 | 4.03 | Providing concrete for Plain cement concrete M 15 grade in open foundations using 40 mm,20mm & 10 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 GST and Seignorage charges Below low water level. for foundation footings of Abutments, Piers and Wing walls below Bed Level | | 586.08 | Cum |
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| 40 | 4.04 | 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 GST and seignorage charges etc., complete for laying of pipes. | | 165 | Rmt |
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| 41 | 5 | Construciton of Retaining Wall | | | |
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| 42 | 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 GST and seigniorage charges etc., complete for foundations. | | 306 | Cum |
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| 43 | 5.02 | Providing plain cement 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 GST and Seignorage charges for foundaton concrete Below low water level | | 102 | Cum |
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| 44 | 5.03 | Providing concrete for Plain cement concrete M 15 grade in open foundations using 40 mm,20mm & 10 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 GST and Seignorage charges Below low water level. for foundation footings of Abutments, Piers and Wing walls below Bed Level | | 575 | Cum |
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| 45 | 5.04 | 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | | 240 | NOs |
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| 46 | 6 | Construciton of CC Drain | | | |
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| 47 | 6.01 | 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. | | 297 | Cum |
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| 48 | 6.02 | Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges etc.,complete for foundations | | 49.5 | Cum |
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| 49 | 6.03 | Providing plain cement concrete M 10 grade in open foundations using 40,20 and 10 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, 804,805, 806, 807, 1202 & 1204 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit, but excluding GST and Seignorage charges for foundaton | | 99 | Cum |
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| 50 | 6.04 | Providing concrete for Plain cement concrete M 15 grade in open foundations using 40 mm,20mm & 10 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 GST and Seignorage charges Below low water level for Drain Wall. | | 210 | Cum |
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