| 1 | 1 | MRL12-Road from SD Road at 15 by 6 Km to Yeguvamendangi via Thonam, Diguvamendangi In Saluru 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 and Seigniorage charges etc., complete. | | 9180 | 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 80-100 KN to OMC compaction including to a top width of 7.5 m 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 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | | 9500 | Cum |
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| 5 | 1.04 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MoRTH including contractors profit & Over head charges, but excluding GST etc., complete. | | 19125 | Sqm |
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| 6 | 1.05 | Construction of 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 & 407 MoRD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. | | 2868.75 | Cum |
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| 7 | 1.06 | 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, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | | 2857.72 | Cum |
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| 8 | 1.07 | 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 etc., complete for Prime Coat | | 18619.5 | Sqm |
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| 9 | 1.08 | 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 etc., complete for Tack Coat | | 18619.5 | Sqm |
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| 10 | 1.09 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.13) either using penetration grade bitumen 60/70 grade at the rate of 14.6 Kg/10 Sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot Mix plant of 30-40 TPH, laying and rolling with a three wheel 0-100 KN static roller capacity, paver finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C including cost and conveyance 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 clause 506 MoRD' 2014 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete using HMP | | 18619.5 | Sqm |
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| 11 | 1.1 | Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping of grading as defined in table 500.16 of MoST with Crushed stone chips of 6.7 mm size 100% passing through 9.5 mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by mechanical 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' 2014 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for seal coat.By Mechanical Means | | 18619.5 | Sqm |
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| 12 | 1.11 | 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. | | 93.75 | Cum |
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| 13 | 1.12 | Road Furniture | | | |
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| 14 | 1.13 | 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 seigniorage etc., complete for 5th Kilometre Stone (precast) | | 1 | No |
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| 15 | 1.14 | 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 seigniorage etc., complete for Ordinary Kilometre Stone (precast) | | 5 | Nos |
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| 16 | 1.15 | 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 seigniorage etc., complete for 200 m Stone (precast) | | 21 | Nos |
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| 17 | 1.16 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MoRD secifications and drawing with Retiro Reflective sheeting including lettering and signs as applicable back ground with Apoxy paint. Three Alluminium Composite Material as per Drawings, top and middle plate duly welded with MS flat iron 25 mm x 5 mm 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. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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 seigniorage etc., complete | | 1 | No. |
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| 18 | 1.17 | Providing and fixing of Maintenance information board as per IRC:67 made of type Retro reflective sheeting vide Clause 1701.2.3 MoRD / 801.3 MoRTH fixed over Alluminium Composite Material of 4mm thickness and size of 900 x 1500 mm on a frame made up of 25 X 25 X 6 mm thick MS angles and 25 x 5 mm MS Flats and welded to welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm x 75 mm x6mm MS hallow squar tube frame of height 3.00 m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering, colour,band, diagrams, specifications etc., complete as per MoRD specifications.The 75 mm dia steel tubes welded with 50 x 50 x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete. | | 1 | No |
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| 19 | 1.18 | Providing and fixing of Citizen information board as per MoRD specifications and drawings with Retiro Reflective sheeting including lettering and signs as applicable back ground with Apoxy paint. The board will be a composite unit consisting of 2 MS plates of 1.6 mm (16 SWG) thickness and size of 900 x 750 mm welded over welded MS Flat iron plates 50 x 5 mm size on back and welded to 75 mm 3.65 mm thick (B class) steel tube frame of height 3.05 m as per the drawing and painted colour, lettering, colour, band, diagrams, specifications. the 75 mm dia steel tubes welded with 50 x 50 x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit, etc., complete | | 1 | No |
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| 20 | 1.19 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MoRD secifications and drawing with Retiro Reflective sheeting including lettering and signs as applicable back ground with Apoxy paint. Three Alluminium Composite Material, top and Bottom plate duly Revited with MS flat iron 25 mm x 5 mm 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 1 No. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate and Bottom Plate will be made with 25 mm X 25 mm X 5 mm MS Angles and welded MS tube tube. All MS painted Epoxy 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 seigniorage etc., complete at Every 2 Km | | 2 | No |
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| 21 | 1.2 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 3 Nos. mounted on singla pole of 100 x 100 x 6 mm MS angle 5.00 Mts long and made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MoRD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 100 mm x100 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450 mm x 450 mm x 900 mm, 900 mm below ground level as per drawings and technical specification clause 1701 MoRD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work at Curves. | | 12 | No |
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| 22 | 1.21 | 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 MoRD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 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 cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work at Speed breakers near Junctions,T Boards at junctions ,Prohibited boards at junctions (triangle of size 600 X 600 mm size) | | 9 | No |
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| 23 | 1.22 | 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 MoRD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 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 cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work at Speed breakers near Junctions,T Boards at junctions ,Prohibited boards at junctions ( 900 mm side Octogen ) | | 4 | No |
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| 24 | 1.23 | Providing and erecting direction and place identification retro-refectorised sign as per IRC:67 made of encapsulated lens type refective type sheeting vide clause 1701.2.3 MoRD fixed over aluiminium sheeting, 2 mm thick with area not exceeding 0.90 sqm supported on mild steel iron posts 75 x 75 x 6 mm firmly fixed to ground by means of propoerly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below groubd level as per drawings and technical specification clause 1701 MoRD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work at Junctions. | | 8 | No |
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| 25 | 1.24 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5 mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10 cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MoST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. | | 187.2 | Sqm |
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| 26 | 1.25 | Supply and Installation of Hazard Markers using M.S. Angle of size 55 X 55 X 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30 cm X 90 cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5 mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45 degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30 cm X 30 cm, and 50 cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work at Culverts. | | 14 | No |
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| 27 | 1.26 | Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MoRTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, | | 264 | Nos |
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| 28 | 1.27 | Construction of single vent 1000 mm dia. Pipe culverts- 3Nos | | | |
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| 29 | 1.28 | 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MoRD / 304 MoRTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations | | 93.06 | Cum |
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| 30 | 1.29 | 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 Seigniorage etc., complete For levelling course | | 15.27 | Cum |
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| 31 | 1.3 | Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MoRD and 1500, 1700 & 2200 MoRTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts | | 45.03 | Cum |
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| 32 | 1.31 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MoRD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes - For Pipe Culverts | | 22.5 | Rmt |
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| 33 | 1.32 | Single vent 2.00 Mts. span RCC slab culverts- 2Nos | | | |
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| 34 | 1.33 | 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 50 m, dressing of sides and bottom and backfilling in trenches with excabut excluding GSTed suitable material as per Technical Specification 305 MoRD / 304 MoRTH, including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Foundations | | 210.6 | Cum |
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| 35 | 1.34 | 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 | | 64.8 | Cum |
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| 36 | 1.35 | Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH, including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Footings | | 100.1 | Cum |
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| 37 | 1.36 | Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- for Abutments | | 181.44 | Cum |
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| 38 | 1.37 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete (upto 5 m height) for Bed Blocks and Guide Posts. | | 11.74 | Cum |
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| 39 | 1.38 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10 mm 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 5 m height. - For Super Structure (Deck slab) | | 10.8 | Cum |
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| 40 | 1.39 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10 mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MoRD and 2702 MoRTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- | | 3.38 | Cum |
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| 41 | 1.4 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete | | 24.46 | Sqm |
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| 42 | 1.41 | Supplying, fitting, and placing HYSD bar reinforcement (Fe-415) 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 contractors profit & Over head charges, but excluding GST etc., complete for Sub Structures | | 1 | MT |
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| 43 | 1.42 | Supplying, fitting, and placing HYSD bar reinforcement (Fe-415) 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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures | | 2 | MT |
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| 44 | 1.43 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 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, 1204.3.7 MoRD / 2706 & 2200 MoRTH including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete | | 86.4 | Rm |
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| 45 | 1.44 | Backfilling 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | | 215.98 | Cum |
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| 46 | 1.45 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MoRD including overhead charges & Contractors profit, but excluding GST and Seignorage charges | | 76.28 | Cum |
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| 47 | 1.46 | Single vent 6.00 Mts. span RCC slab culvert- 1No. @ 1/00 Km | | | |
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| 48 | 1.47 | 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 50 m, dressing of sides and bottom and backfilling in trenches with excabut excluding GSTed suitable material as per Technical Specification 305 MoRD / 304 MoRTH, including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Foundations | | 174.3 | Cum |
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| 49 | 1.48 | 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 | | 21.79 | Cum |
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| 50 | 1.49 | Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH, including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Footings | | 116.72 | Cum |
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| 51 | 1.5 | Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- for Abutments | | 126.83 | Cum |
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| 52 | 1.51 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete (upto 5 m height) for Bed Blocks and Guide Posts. | | 4.83 | Cum |
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| 53 | 1.52 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10 mm 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 5 m height. - For Super Structure (Deck slab) | | 24.48 | Cum |
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| 54 | 1.53 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10 mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MoRD and 2702 MoRTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- | | 3.83 | Cum |
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| 55 | 1.54 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete | | 7.2 | Sqm |
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| 56 | 1.55 | Supplying, fitting, and placing HYSD bar reinforcement (Fe-415) 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 contractors profit & Over head charges, but excluding GST etc., complete for Sub Structures | | 1.5 | MT |
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| 57 | 1.56 | Supplying, fitting, and placing HYSD bar reinforcement (Fe-415) 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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures | | 2.5 | MT |
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| 58 | 1.57 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 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, 1204.3.7 MoRD / 2706 & 2200 MoRTH including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete | | 180 | Rm |
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| 59 | 1.58 | Backfilling 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete | | 142.58 | Cum |
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| 60 | 1.59 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MoRD including overhead charges & Contractors profit, but excluding GST and Seignorage charges | | 51.09 | Cum |
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| 61 | 1.6 | Providing Drains | | | |
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| 62 | 1.61 | 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 50 m, dressing of sides and bottom and backfilling in trenches with excabut excluding GSTed suitable material as per Technical Specification 305 MoRD / 304 MoRTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Foundations | | 720 | Cum |
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| 63 | 1.62 | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size 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 seigniorage etc., complete For levelling course | | 224 | Cum |
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| 64 | 1.63 | Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete for Drain walls. | | 256 | Cum |
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