RE-BIDDING- STRENGTHENING and IMPROVEMENT OF ROADS UNDER WORLD BANK AIDED PROJECT TRESP IN MUNGIAKAMI BLOCK UNDER TELIAMURA DIVISION, PWD (RandB) Gr.-I

Amount

Road Works Site Clearance

Clearing and Grubbing Road Land 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 MoRD Technical Specification Clause 201. II) By Mechanical Means A) In area of non-thorny jungle Road No-1=1.62 Hectare + Road No-2=1.15 Hectare + Road No-3=1.85 Hectare + Road No-4=2.84 Hectare + Road No-5=0.69 Hectare + Road No-6=0.72 Hectare + Road No-7=1.14 Hectare + Road No-8=0.74 Hectare + Road No-9=0.41 Hectare + Road No-10=1.76 Hectare + Road No-11=0.25 Hectare + Road No-12=0.1 Hectare + Road No-13=1.04 Hectare + Road No-14=1.16 Hectare + Road No-15=1.4 Hectare = Total 16.87 Hectare

Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm / 50mm deep, 45° to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per MoRT&H Technical Specification Clause 404.3.1. (i) 25 mm deep furrow cutting Road No-1=0 Sqm + Road No-2=72.66 Sqm + Road No-3=0 Sqm + Road No-4=0 Sqm + Road No-5=0 Sqm + Road No-6=295.05 Sqm + Road No-7=0 Sqm + Road No-8=0 Sqm + Road No-9=169.47 Sqm + Road No-10=0 Sqm + Road No-11=0 Sqm + Road No-12=0 Sqm + Road No-13=0 Sqm + Road No-14=0 Sqm + Road No-15=0 Sqm = Total 537.18 Sqm

Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm / 50mm deep, 45° to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per MoRT&H Technical Specification Clause 404.3.1. (ii) 50 mm deep furrow cutting Road No-1=673.05 Sqm + Road No-2=0 Sqm + Road No-3=113.16 Sqm + Road No-4=116.97 Sqm + Road No-5=426.39 Sqm + Road No-6=0 Sqm + Road No-7=469.35 Sqm + Road No-8=308.91 Sqm + Road No-9=0 Sqm + Road No-10=730.17 Sqm + Road No-11=0 Sqm + Road No-12=4.62 Sqm + Road No-13=0 Sqm + Road No-14=0 Sqm + Road No-15=0 Sqm = Total 2842.62 Sqm

Dismantling of brick soling Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. II) By Mechanical means Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=89.62 Cum + Road No-12=0 Cum + Road No-13=107.55 Cum + Road No-14=0 Cum + Road No-15=108.49 Cum = Total 305.66 Cum

Earthwork

(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000m as per MoRD Technical Specification Clause 302.3. Road No-1=3656 Cum + Road No-2=9269.1 Cum + Road No-3=2191.9 Cum + Road No-4=5905.35 Cum + Road No-5=1000.13 Cum + Road No-6=913.5 Cum + Road No-7=3049.2 Cum + Road No-8=283.2 Cum + Road No-9=727.9 Cum + Road No-10=2035.05 Cum + Road No-11=2646.38 Cum + Road No-12=53.78 Cum + Road No-13=8717.4 Cum + Road No-14=12544.83 Cum + Road No-15=39803.55 Cum = Total 92797.27 Cum

Construction of Embankment with Material Obtained from Roadway Cutting Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. A. For spreading beyond 100 m Road No-1=1233.125 Cum + Road No-2=446.1 Cum + Road No-3=1637.5 Cum + Road No-4=3445.2 Cum + Road No-5=693 Cum + Road No-6=766.25 Cum + Road No-7=2177.3 Cum + Road No-8=240.72 Cum + Road No-9=618.72 Cum + Road No-10=1446.3 Cum + Road No-11=23.75 Cum + Road No-12=38.08 Cum + Road No-13=1311.3 Cum + Road No-14=10663.11 Cum + Road No-15=4805.7 Cum = Total 29546.155 Cum

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=966.98 Cum + Road No-9=120.99 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=0 Cum + Road No-14=248.19 Cum + Road No-15=0 Cum = Total 1336.16 Cum

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1. Road No-1=3295.865 Cum + Road No-2=1592.86 Cum + Road No-3=4763.64 Cum + Road No-4=5784.56 Cum + Road No-5=1536.02 Cum + Road No-6=1524.64 Cum + Road No-7=2514.19 Cum + Road No-8=2337.61 Cum + Road No-9=939.21 Cum + Road No-10=4242.3 Cum + Road No-11=298.57 Cum + Road No-12=134.2 Cum + Road No-13=1219.82 Cum + Road No-14=2362.7 Cum + Road No-15=10523.39 Cum = Total 43069.575 Cum

(ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. Road No-1=3309.075 Cum + Road No-2=3097.71 Cum + Road No-3=3111.48 Cum + Road No-4=5779.62 Cum + Road No-5=1393.2 Cum + Road No-6=1282.05 Cum + Road No-7=2106.72 Cum + Road No-8=665.28 Cum + Road No-9=734.58 Cum + Road No-10=2938.32 Cum + Road No-11=1028.7 Cum + Road No-12=121.97 Cum + Road No-13=3120.39 Cum + Road No-14=1922.53 Cum + Road No-15=3669.03 Cum = Total 34280.655 Cum

Sub Base and Base Courses (Non-Bituminous)

Granular Sub-base with Well graded Material(Table 400.1) using Jhama Brick Aggregate A. By Mix in Place Method Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. i) For Grading I material (jhama brick aggregate) Road No-1=546.627 Cum + Road No-2=342.32 Cum + Road No-3=30 Cum + Road No-4=942.5 Cum + Road No-5=45 Cum + Road No-6=245.09 Cum + Road No-7=408.35 Cum + Road No-8=209.45 Cum + Road No-9=159.9 Cum + Road No-10=585.27 Cum + Road No-11=243.28 Cum + Road No-12=64.81 Cum + Road No-13=865.61 Cum + Road No-14=1090.83 Cum + Road No-15=1143.12 Cum = Total 6922.157 Cum

Labour charge for Breaking of Jhama bats/ jhama bricks/1st class bricks. Breaking of jhama bats/ jhama bricks /1st class bricks (including bigger lumps) into metal/chips /aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m. (ii) Require sizes for GSB (53mm to 0.075mm) as per MoRD Technical Specification Clause 401. Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=67.22 Cum + Road No-12=0 Cum + Road No-13=80.66 Cum + Road No-14=0 Cum + Road No-15=81.37 Cum = Total 229.25 Cum

Charge for construction of Granular sub base Charge for Construction of granular sub-base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate , Grading-I), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (excluding the cost of jhama aggregate which are available at site only). (i) For grading - I material (A) By mix in place method Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=67.22 Cum + Road No-12=0 Cum + Road No-13=80.66 Cum + Road No-14=0 Cum + Road No-15=81.37 Cum = Total 229.25 Cum

3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405 (A) By Manual Means Road No-1=1092.79755 Cum + Road No-2=250.84 Cum + Road No-3=134.73 Cum + Road No-4=585.95 Cum + Road No-5=548.34 Cum + Road No-6=498.5 Cum + Road No-7=784.59 Cum + Road No-8=687.32 Cum + Road No-9=293.62 Cum + Road No-10=1124.92 Cum + Road No-11=163.14 Cum + Road No-12=37.23 Cum + Road No-13=499.61 Cum + Road No-14=534.65 Cum + Road No-15=597.88 Cum = Total 7834.117 Cum

Bituminous Surface Courses

Prime Coat 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 0.70-1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. (i) Low porosity Road No-1=13016.5 Sqm + Road No-2=3344.51 Sqm + Road No-3=1796.34 Sqm + Road No-4=7812.72 Sqm + Road No-5=6531.2 Sqm + Road No-6=5965.6 Sqm + Road No-7=9377.73 Sqm + Road No-8=5511.75 Sqm + Road No-9=3523.81 Sqm + Road No-10=13313.31 Sqm + Road No-11=2130.38 Sqm + Road No-12=496.34 Sqm + Road No-13=6514.38 Sqm + Road No-14=6985 Sqm + Road No-15=7780.31 Sqm = Total 94099.88 Sqm

Tack Coat (i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503 . Road No-1=13016.5 Sqm + Road No-2=8713.75 Sqm + Road No-3=16163.41 Sqm + Road No-4=21855.25 Sqm + Road No-5=6531.2 Sqm + Road No-6=5965.6 Sqm + Road No-7=9377.73 Sqm + Road No-8=5511.75 Sqm + Road No-9=3523.81 Sqm + Road No-10=13313.31 Sqm + Road No-11=2130.38 Sqm + Road No-12=821.25 Sqm + Road No-13=6514.38 Sqm + Road No-14=6985 Sqm + Road No-15=7780.31 Sqm = Total 128203.63 Sqm

Bituminous Concrete B. Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification Clause 507 complete in all respects. B. Grading II (For layer thickness 30-40mm) i. With Viscosity Graded Bitumen of VG-30. Road No-1=390.495 Cum + Road No-2=261.41 Cum + Road No-3=484.9 Cum + Road No-4=655.66 Cum + Road No-5=195.94 Cum + Road No-6=178.97 Cum + Road No-7=281.33 Cum + Road No-8=165.35 Cum + Road No-9=105.71 Cum + Road No-10=399.4 Cum + Road No-11=63.91 Cum + Road No-12=24.64 Cum + Road No-13=195.43 Cum + Road No-14=209.55 Cum + Road No-15=233.41 Cum = Total 3846.105 Cum

Roadside Drain

Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (i) Upto 3 m depth Road No-1=109.76 Cum + Road No-2=341.04 Cum + Road No-3=80.36 Cum + Road No-4=141.2 Cum + Road No-5=135.24 Cum + Road No-6=0 Cum + Road No-7=103.25 Cum + Road No-8=45.08 Cum + Road No-9=0 Cum + Road No-10=66.64 Cum + Road No-11=78.4 Cum + Road No-12=0 Cum + Road No-13=193.1 Cum + Road No-14=124.81 Cum + Road No-15=408.23 Cum = Total 1827.11 Cum

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I) Sand Filling Road No-1=8.4 Cum + Road No-2=26.1 Cum + Road No-3=6.15 Cum + Road No-4=10.81 Cum + Road No-5=10.35 Cum + Road No-6=0 Cum + Road No-7=7.9 Cum + Road No-8=3.45 Cum + Road No-9=0 Cum + Road No-10=5.1 Cum + Road No-11=6 Cum + Road No-12=0 Cum + Road No-13=14.78 Cum + Road No-14=9.55 Cum + Road No-15=31.24 Cum = Total 139.83 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). III P.C.C grade M 20 (i). Nominal mix (1:2:4) Road No-1=63.69 Cum + Road No-2=197.87 Cum + Road No-3=46.63 Cum + Road No-4=81.94 Cum + Road No-5=78.47 Cum + Road No-6=0 Cum + Road No-7=59.89 Cum + Road No-8=26.15 Cum + Road No-9=0 Cum + Road No-10=38.65 Cum + Road No-11=45.49 Cum + Road No-12=0 Cum + Road No-13=112.01 Cum + Road No-14=72.39 Cum + Road No-15=236.86 Cum = Total 1060.04 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). V. R.C.C grade M 25 Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0.9 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0.9 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=0 Cum + Road No-14=0 Cum + Road No-15=0.9 Cum = Total 2.7 Cum

Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. Road No-1=0 t + Road No-2=0 t + Road No-3=0 t + Road No-4=0 t + Road No-5=0.05 t + Road No-6=0 t + Road No-7=0 t + Road No-8=0 t + Road No-9=0 t + Road No-10=0.05 t + Road No-11=0 t + Road No-12=0 t + Road No-13=0 t + Road No-14=0 t + Road No-15=0.05 t = Total 0.15 t

Surface Drains Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface drains in Ordinary soil (B) Mechanical means Road No-1=438.32 m + Road No-2=372 m + Road No-3=789.7 m + Road No-4=2676.8 m + Road No-5=0 m + Road No-6=220 m + Road No-7=1222.9 m + Road No-8=0 m + Road No-9=0 m + Road No-10=1090 m + Road No-11=0 m + Road No-12=0 m + Road No-13=631.2 m + Road No-14=898.7 m + Road No-15=1356.45 m = Total 9696.07 m

Traffic Signs and Road Appurtenances

Road marking strips (retro-reflective) of specified shade/colour using hot applied thermoplastic material with reflectorising glass beads on Bituminous surface Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform amd free from steaks and holes as per MoRT&H Technical Specification Clause 803 Road No-1=647.8 Sqm + Road No-2=460.6 Sqm + Road No-3=869 Sqm + Road No-4=1134.2 Sqm + Road No-5=324.4 Sqm + Road No-6=286.4 Sqm + Road No-7=454.6 Sqm + Road No-8=295.6 Sqm + Road No-9=164.2 Sqm + Road No-10=702 Sqm + Road No-11=90 Sqm + Road No-12=39.6 Sqm + Road No-13=297.8 Sqm + Road No-14=291.2 Sqm + Road No-15=387.2 Sqm = Total 6444.6 Sqm

Traffic Signs (using jhama brick aggregate in CC/ PCC) A. Retro-reflectorised Traffic Signs 1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801 i) 900 mm equilateral triangle aluminium sheeting Road No-1=36 Each + Road No-2=11 Each + Road No-3=17 Each + Road No-4=56 Each + Road No-5=23 Each + Road No-6=11 Each + Road No-7=28 Each + Road No-8=4 Each + Road No-9=11 Each + Road No-10=36 Each + Road No-11=9 Each + Road No-12=5 Each + Road No-13=19 Each + Road No-14=32 Each + Road No-15=21 Each = Total 319 Each

Traffic Signs (using jhama brick aggregate in CC/ PCC) A. Retro- reflectorised Traffic Signs 1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801 vii) 900 mm side octagon aluminium sheeting Road No-1=2 Each + Road No-2=1 Each + Road No-3=1 Each + Road No-4=2 Each + Road No-5=1 Each + Road No-6=1 Each + Road No-7=2 Each + Road No-8=0 Each + Road No-9=1 Each + Road No-10=2 Each + Road No-11=1 Each + Road No-12=1 Each + Road No-13=1 Each + Road No-14=2 Each + Road No-15=1 Each = Total 19 Each

Traffic Signs (using jhama brick aggregate in CC/ PCC) A. Retro- reflectorised Traffic Signs 1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801 iii) 600 mm circular aluminium sheeting Road No-1=0 Each + Road No-2=0 Each + Road No-3=2 Each + Road No-4=2 Each + Road No-5=2 Each + Road No-6=0 Each + Road No-7=2 Each + Road No-8=0 Each + Road No-9=0 Each + Road No-10=2 Each + Road No-11=0 Each + Road No-12=0 Each + Road No-13=0 Each + Road No-14=2 Each + Road No-15=2 Each = Total 14 Each

Direction and Place Identification signs upto 0.9 sqm size board ( using jhama brick aggregate in CC / PCC) A. Retro- reflectorised Traffic Signs (iii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701. Road No-1=2.16 Sqm + Road No-2=2.16 Sqm + Road No-3=2.16 Sqm + Road No-4=2.16 Sqm + Road No-5=1.08 Sqm + Road No-6=1.08 Sqm + Road No-7=1.08 Sqm + Road No-8=2.16 Sqm + Road No-9=2.16 Sqm + Road No-10=2.16 Sqm + Road No-11=1.08 Sqm + Road No-12=1.08 Sqm + Road No-13=1.08 Sqm + Road No-14=0 Sqm + Road No-15=1.08 Sqm = Total 22.68 Sqm

Direction and Place Identification signs with size more than 0.9 sqm size board ( using jhama brick aggregate in CC / PCC) A. Retro- reflectorised Traffic Signs (iii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on RCC post 100 mm x 100 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701. Road No-1=7.2 Sqm + Road No-2=3.6 Sqm + Road No-3=3.6 Sqm + Road No-4=7.2 Sqm + Road No-5=3.6 Sqm + Road No-6=3.6 Sqm + Road No-7=7.2 Sqm + Road No-8=0 Sqm + Road No-9=3.6 Sqm + Road No-10=7.2 Sqm + Road No-11=3.6 Sqm + Road No-12=3.6 Sqm + Road No-13=3.6 Sqm + Road No-14=7.2 Sqm + Road No-15=3.6 Sqm = Total 68.4 Sqm

Road Delineators Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 806. Road No-1=116 Each + Road No-2=68 Each + Road No-3=155 Each + Road No-4=483 Each + Road No-5=69 Each + Road No-6=77 Each + Road No-7=214 Each + Road No-8=124 Each + Road No-9=93 Each + Road No-10=217 Each + Road No-11=28 Each + Road No-12=32 Each + Road No-13=96 Each + Road No-14=186 Each + Road No-15=59 Each = Total 2017 Each

Kilometre Stone (with RCC M15 grade using jhama brick aggregate) Reinforced cement concrete M15 grade (using Jhama brick aggregate) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Technical Specification Clause 1703 i) 5th Kilometre Stone (precast) Road No-1=0 Each + Road No-2=0 Each + Road No-3=0 Each + Road No-4=1 Each + Road No-5=0 Each + Road No-6=0 Each + Road No-7=0 Each + Road No-8=0 Each + Road No-9=0 Each + Road No-10=0 Each + Road No-11=0 Each + Road No-12=0 Each + Road No-13=0 Each + Road No-14=0 Each + Road No-15=0 Each = Total 1 Each

Kilometre Stone (with RCC M15 grade using jhama brick aggregate) Reinforced cement concrete M15 grade (using Jhama brick aggregate) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast) Road No-1=3 Each + Road No-2=2 Each + Road No-3=4 Each + Road No-4=5 Each + Road No-5=2 Each + Road No-6=1 Each + Road No-7=2 Each + Road No-8=1 Each + Road No-9=0 Each + Road No-10=4 Each + Road No-11=0 Each + Road No-12=0 Each + Road No-13=1 Each + Road No-14=1 Each + Road No-15=2 Each = Total 28 Each

Cast in Situ Cement Concrete M20 kerb Construction of cement concrete kerb with top and bottom width 115 and 165mm respectively, 250mm high in M20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying mechine, foundation concrete laid manually,all complete as per drawings & MoRT&H technical specifications Clauses 409. A. Using Concrete Mixer. Road No-1=0 Mtr + Road No-2=0 Mtr + Road No-3=0 Mtr + Road No-4=0 Mtr + Road No-5=0 Mtr + Road No-6=0 Mtr + Road No-7=0 Mtr + Road No-8=0 Mtr + Road No-9=0 Mtr + Road No-10=0 Mtr + Road No-11=0 Mtr + Road No-12=0 Mtr + Road No-13=35.4 Mtr + Road No-14=0 Mtr + Road No-15=12.3 Mtr = Total 47.7 Mtr

Erosion Control & Protection works

Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 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 MoRD Technical Specification Clause 1401.6 A. In ordinary Soil Road No-1=294 no. + Road No-2=244 no. + Road No-3=381 no. + Road No-4=1295 no. + Road No-5=145 no. + Road No-6=229 no. + Road No-7=606 no. + Road No-8=333 no. + Road No-9=289 no. + Road No-10=683 no. + Road No-11=84 no. + Road No-12=92 no. + Road No-13=352 no. + Road No-14=531 no. + Road No-15=185 no. = Total 5743 no.

Fencing With Welded Steel Wire Fabric 75 mm x 50 mm Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects. Road No-1=0 m + Road No-2=0 m + Road No-3=30 m + Road No-4=125 m + Road No-5=50 m + Road No-6=0 m + Road No-7=30 m + Road No-8=0 m + Road No-9=0 m + Road No-10=20 m + Road No-11=0 m + Road No-12=0 m + Road No-13=0 m + Road No-14=52 m + Road No-15=0 m = Total 307 m

Retaining wall

Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth Road No-1=173.85 Cum + Road No-2=204.95 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=121.5 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 500.3 Cum

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (I) Sand Filling Road No-1=4.575 Cum + Road No-2=9.4 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=6.75 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 20.725 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) II P.C.C grade M 15 (i) Nominal mix (1:2.5:5) Road No-1=13.5 Cum + Road No-2=27.08 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=19.35 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 59.93 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) V R.C.C grade M 25 Road No-1=28.875 Cum + Road No-2=50.16 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=28.8 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 107.835 Cum

Supplying, fitting and placing Thermo-Mechanically treated bar/Cold twisted deformed steel bar reinforcement in foundation complete as per drawings and MoRD technical specifications Clauses 1000 & 1202 Road No-1=2.8875 t + Road No-2=4.01 t + Road No-3=0 t + Road No-4=0 t + Road No-5=0 t + Road No-6=0 t + Road No-7=0 t + Road No-8=0 t + Road No-9=0 t + Road No-10=0 t + Road No-11=0 t + Road No-12=0 t + Road No-13=2.3 t + Road No-14=0 t + Road No-15=0 t = Total 9.198 t

Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.(including centering, shuttering, staging etc but excluding reinforcement) VI)R.C.C grade M 25 grade (i) upto 5m height Road No-1=32.955 Cum + Road No-2=28.32 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=16.68 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 77.955 Cum

Supplying, fitting & placing Thermo-Mechanically treated bar /cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 Road No-1=3.2739 t + Road No-2=2.27 t + Road No-3=0 t + Road No-4=0 t + Road No-5=0 t + Road No-6=0 t + Road No-7=0 t + Road No-8=0 t + Road No-9=0 t + Road No-10=0 t + Road No-11=0 t + Road No-12=0 t + Road No-13=1.33 t + Road No-14=0 t + Road No-15=0 t = Total 6.874 t

Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. Road No-1=45 m + Road No-2=31.5 m + Road No-3=0 m + Road No-4=0 m + Road No-5=0 m + Road No-6=0 m + Road No-7=0 m + Road No-8=0 m + Road No-9=0 m + Road No-10=0 m + Road No-11=0 m + Road No-12=0 m + Road No-13=12 m + Road No-14=0 m + Road No-15=0 m = Total 88.5 m

Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge. Road No-1=75 sqm + Road No-2=102.5 sqm + Road No-3=0 sqm + Road No-4=0 sqm + Road No-5=0 sqm + Road No-6=0 sqm + Road No-7=0 sqm + Road No-8=0 sqm + Road No-9=0 sqm + Road No-10=0 sqm + Road No-11=0 sqm + Road No-12=0 sqm + Road No-13=60 sqm + Road No-14=0 sqm + Road No-15=0 sqm = Total 237.5 sqm

Toe wall

Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth Road No-1=7.7 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=34.65 Cum + Road No-14=19.25 Cum + Road No-15=38.5 Cum = Total 100.1 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) I P.C.C grade M 10 (i) Nominal mix 1:3:6 Road No-1=1 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=4.5 Cum + Road No-14=2.5 Cum + Road No-15=5 Cum = Total 13 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) III P.C.C grade M 20 (i) Nominal mix (1:2:4) Road No-1=8.1 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=36.45 Cum + Road No-14=20.25 Cum + Road No-15=40.5 Cum = Total 105.3 Cum

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (I) Sand Filling Road No-1=0.55 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=2.48 Cum + Road No-14=1.38 Cum + Road No-15=2.75 Cum = Total 7.16 Cum

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification Clauses 614, 709, 1204.3.7 Road No-1=6 Each + Road No-2=0 Each + Road No-3=0 Each + Road No-4=0 Each + Road No-5=0 Each + Road No-6=0 Each + Road No-7=0 Each + Road No-8=0 Each + Road No-9=0 Each + Road No-10=0 Each + Road No-11=0 Each + Road No-12=0 Each + Road No-13=27 Each + Road No-14=15 Each + Road No-15=30 Each = Total 78 Each

Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge. Road No-1=7.5 sqm + Road No-2=0 sqm + Road No-3=0 sqm + Road No-4=0 sqm + Road No-5=0 sqm + Road No-6=0 sqm + Road No-7=0 sqm + Road No-8=0 sqm + Road No-9=0 sqm + Road No-10=0 sqm + Road No-11=0 sqm + Road No-12=0 sqm + Road No-13=33.75 sqm + Road No-14=18.75 sqm + Road No-15=37.5 sqm = Total 97.5 sqm

Gabian structure

Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=15 Cum + Road No-11=11.25 Cum + Road No-12=0 Cum + Road No-13=50.25 Cum + Road No-14=67.5 Cum + Road No-15=78.6 Cum = Total 222.6 Cum

Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3. Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=36 Cum + Road No-11=27 Cum + Road No-12=0 Cum + Road No-13=139.5 Cum + Road No-14=211.2 Cum + Road No-15=188.64 Cum = Total 602.34 Cum

Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge. Road No-1=0 sqm + Road No-2=0 sqm + Road No-3=0 sqm + Road No-4=0 sqm + Road No-5=0 sqm + Road No-6=0 sqm + Road No-7=0 sqm + Road No-8=0 sqm + Road No-9=0 sqm + Road No-10=30 sqm + Road No-11=22.5 sqm + Road No-12=0 sqm + Road No-13=107.5 sqm + Road No-14=151 sqm + Road No-15=157.2 sqm = Total 468.2 sqm

Slope Protection

Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. Road No-1=0 Sqm + Road No-2=0 Sqm + Road No-3=0 Sqm + Road No-4=0 Sqm + Road No-5=0 Sqm + Road No-6=0 Sqm + Road No-7=0 Sqm + Road No-8=0 Sqm + Road No-9=0 Sqm + Road No-10=0 Sqm + Road No-11=0 Sqm + Road No-12=0 Sqm + Road No-13=25.98 Sqm + Road No-14=0 Sqm + Road No-15=0 Sqm = Total 25.98 Sqm

Seeding and Mulching Preparation of the seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including cost of watering for 3 months all as per clause 308 Road No-1=0 Sqm + Road No-2=0 Sqm + Road No-3=0 Sqm + Road No-4=0 Sqm + Road No-5=0 Sqm + Road No-6=0 Sqm + Road No-7=0 Sqm + Road No-8=0 Sqm + Road No-9=0 Sqm + Road No-10=0 Sqm + Road No-11=0 Sqm + Road No-12=0 Sqm + Road No-13=225.17 Sqm + Road No-14=0 Sqm + Road No-15=0 Sqm = Total 225.17 Sqm

Providing and laying flooring laid over cement concrete bedding complete as per drawing and MoRD technical specification Clause 1303 I. Cement concrete blocks cast in situ grade M 15 (size 400 mm X 400 mm X 150 mm ) over cement concrete ( with M 10 ) bedding of 150 mm thick Road No-1=0 sqm + Road No-2=0 sqm + Road No-3=0 sqm + Road No-4=0 sqm + Road No-5=0 sqm + Road No-6=0 sqm + Road No-7=0 sqm + Road No-8=25.98 sqm + Road No-9=0 sqm + Road No-10=0 sqm + Road No-11=0 sqm + Road No-12=0 sqm + Road No-13=209.92 sqm + Road No-14=0 sqm + Road No-15=0 sqm = Total 235.9 sqm

Cross Drainage Structure Works

Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=54.93 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=36.49 Cum + Road No-12=0 Cum + Road No-13=194.99 Cum + Road No-14=469.94 Cum + Road No-15=99.48 Cum = Total 855.83 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings and MoRD technical specifications clauses 802,803, 900,1202,1203.(including centering, shuttering, staging etc. but excluding reinforcement) II PCC grade M 15 (i) Nominal Mix (1:2.5:5) Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=8.97 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=6.45 Cum + Road No-12=0 Cum + Road No-13=30.52 Cum + Road No-14=73.45 Cum + Road No-15=17.86 Cum = Total 137.25 Cum

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 I) Sand Filling Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=2.62 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=1.88 Cum + Road No-12=0 Cum + Road No-13=9.26 Cum + Road No-14=22.43 Cum + Road No-15=5.58 Cum = Total 41.77 Cum

Substructure

Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) VI.R.C.C grade M-25 i) upto 5 m height Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=24.88 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=15.26 Cum + Road No-12=0 Cum + Road No-13=113.55 Cum + Road No-14=387.88 Cum + Road No-15=42.27 Cum = Total 583.84 Cum

Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) III. P.C.C grade M20 (1:2:4) (Nominal mix) i) upto 5 m height Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=3.39 Cum + Road No-14=3.39 Cum + Road No-15=7.73 Cum = Total 14.51 Cum

Supplying, fitting, and placing Thermo-mechanically treated bar / cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 Road No-1=0 t + Road No-2=0 t + Road No-3=0 t + Road No-4=0 t + Road No-5=2.67 t + Road No-6=0 t + Road No-7=0 t + Road No-8=0 t + Road No-9=0 t + Road No-10=0 t + Road No-11=1.66 t + Road No-12=0 t + Road No-13=11.87 t + Road No-14=39.72 t + Road No-15=4.57 t = Total 60.49 t

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0kg/cm2 pressure)extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification Clauses 614,709, 1204.3.7 Road No-1=0 m + Road No-2=0 m + Road No-3=0 m + Road No-4=0 m + Road No-5=9 m + Road No-6=0 m + Road No-7=0 m + Road No-8=0 m + Road No-9=0 m + Road No-10=0 m + Road No-11=2 m + Road No-12=0 m + Road No-13=126 m + Road No-14=176 m + Road No-15=9 m = Total 322 m

Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8 Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=20.68 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=12.24 Cum + Road No-12=0 Cum + Road No-13=78.31 Cum + Road No-14=256.04 Cum + Road No-15=32.44 Cum = Total 399.71 Cum

Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8 I) Sandy Material Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=41.95 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=20.1 Cum + Road No-12=0 Cum + Road No-13=197.07 Cum + Road No-14=594.48 Cum + Road No-15=56.93 Cum = Total 910.53 Cum

Bedding for Pipe (I) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per MoRD Technical specification Clause 1105(i). Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=0.94 Cum + Road No-14=0.94 Cum + Road No-15=2.3 Cum = Total 4.18 Cum

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (A) 300 mm dia Road No-1=0 Mtr + Road No-2=0 Mtr + Road No-3=0 Mtr + Road No-4=0 Mtr + Road No-5=0 Mtr + Road No-6=0 Mtr + Road No-7=0 Mtr + Road No-8=0 Mtr + Road No-9=0 Mtr + Road No-10=0 Mtr + Road No-11=0 Mtr + Road No-12=0 Mtr + Road No-13=8.75 Mtr + Road No-14=8.75 Mtr + Road No-15=8.75 Mtr = Total 26.25 Mtr

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (B) 450 mm dia Road No-1=0 Mtr + Road No-2=0 Mtr + Road No-3=0 Mtr + Road No-4=0 Mtr + Road No-5=0 Mtr + Road No-6=0 Mtr + Road No-7=0 Mtr + Road No-8=0 Mtr + Road No-9=0 Mtr + Road No-10=0 Mtr + Road No-11=0 Mtr + Road No-12=0 Mtr + Road No-13=0 Mtr + Road No-14=0 Mtr + Road No-15=8.75 Mtr = Total 8.75 Mtr

Superstructure

Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). II R.C.C M 25 1 For height upto 5 m Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=5.84 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=3.81 Cum + Road No-12=0 Cum + Road No-13=15.43 Cum + Road No-14=56.65 Cum + Road No-15=10.38 Cum = Total 92.11 Cum

Supplying, fitting, and placing Thermo-mecanically treated bar / cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202 Road No-1=0 t + Road No-2=0 t + Road No-3=0 t + Road No-4=0 t + Road No-5=0.58 t + Road No-6=0 t + Road No-7=0 t + Road No-8=0 t + Road No-9=0 t + Road No-10=0 t + Road No-11=0.38 t + Road No-12=0 t + Road No-13=1.54 t + Road No-14=5.66 t + Road No-15=1.04 t = Total 9.2 t

Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800, 900 and 1208.3 (including centering, shuttering, staging etc. and reinforcement). Road No-1=0 m + Road No-2=0 m + Road No-3=0 m + Road No-4=0 m + Road No-5=0 m + Road No-6=0 m + Road No-7=0 m + Road No-8=0 m + Road No-9=0 m + Road No-10=0 m + Road No-11=0 m + Road No-12=0 m + Road No-13=50.2 m + Road No-14=110.4 m + Road No-15=0 m = Total 160.6 m

Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209 Road No-1=0 no + Road No-2=0 no + Road No-3=0 no + Road No-4=0 no + Road No-5=2 no + Road No-6=0 no + Road No-7=0 no + Road No-8=0 no + Road No-9=0 no + Road No-10=0 no + Road No-11=0 no + Road No-12=0 no + Road No-13=8 no + Road No-14=16 no + Road No-15=2 no = Total 28 no

Bituminous Concrete B. Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification Clause 507 complete in all respects. Grading II (For layer thickness 30-40mm) i. With Viscosity Graded Bitumen of VG-30. Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0.88 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0.67 Cum + Road No-12=0 Cum + Road No-13=2.5 Cum + Road No-14=7.04 Cum + Road No-15=1.68 Cum = Total 12.77 Cum

Tack Coat (i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503 . Road No-1=0 Sqm + Road No-2=0 Sqm + Road No-3=0 Sqm + Road No-4=0 Sqm + Road No-5=13.75 Sqm + Road No-6=0 Sqm + Road No-7=0 Sqm + Road No-8=0 Sqm + Road No-9=0 Sqm + Road No-10=0 Sqm + Road No-11=10.45 Sqm + Road No-12=0 Sqm + Road No-13=39.05 Sqm + Road No-14=110 Sqm + Road No-15=26.4 Sqm = Total 199.65 Sqm

Protection Works

Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=93.29 Cum + Road No-14=226.02 Cum + Road No-15=0 Cum = Total 319.31 Cum

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 I) Sand Filling Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=1.25 Cum + Road No-14=3.03 Cum + Road No-15=0 Cum = Total 4.28 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) I P.C.C grade M 10 (i) Nominal mix 1:3:6 Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=3.45 Cum + Road No-14=8.38 Cum + Road No-15=0 Cum = Total 11.83 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). (II) PCC Grade M15 (i) Nominal mix 1:2.5:5) Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=21.02 Cum + Road No-14=50.91 Cum + Road No-15=0 Cum = Total 71.93 Cum

Providing and laying flooring laid over cement concrete bedding complete as per drawing and MoRD technical specification Clause 1303 I. Cement concrete blocks cast in situ grade M 15 (size 400 mm X 400 mm X 150 mm ) over cement concrete ( with M 10 ) bedding of 150 mm thick Road No-1=0 sqm + Road No-2=0 sqm + Road No-3=0 sqm + Road No-4=0 sqm + Road No-5=0 sqm + Road No-6=0 sqm + Road No-7=0 sqm + Road No-8=0 sqm + Road No-9=0 sqm + Road No-10=0 sqm + Road No-11=0 sqm + Road No-12=0 sqm + Road No-13=56.8 sqm + Road No-14=137.6 sqm + Road No-15=0 sqm = Total 194.4 sqm

Repairs and Rehabilitation

Dismantling of Flexible pavements Dismantling of Flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRD Technical Specification Clause 202 (For wearing coat of existing CD structures) (I)By manual means-(A) Bituminous Courses Road No-1=4.184626 Cum + Road No-2=0.76 Cum + Road No-3=12.13 Cum + Road No-4=15.36 Cum + Road No-5=1.31 Cum + Road No-6=4.06 Cum + Road No-7=5.43 Cum + Road No-8=0.74 Cum + Road No-9=1.33 Cum + Road No-10=1.29 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=0.98 Cum + Road No-14=0 Cum + Road No-15=1.21 Cum = Total 48.785 Cum

Bituminous Concrete B. Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification Clause 507 complete in all respects. Grading II (For layer thickness 30-40mm) i. With Viscosity Graded Bitumen of VG-30. Road No-1=14.96550200625 Cum + Road No-2=2.61 Cum + Road No-3=44.89 Cum + Road No-4=57.09 Cum + Road No-5=4.24 Cum + Road No-6=15.39 Cum + Road No-7=20.09 Cum + Road No-8=2.14 Cum + Road No-9=3.92 Cum + Road No-10=4.16 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=2.79 Cum + Road No-14=0 Cum + Road No-15=3.63 Cum = Total 175.916 Cum

Tack Coat (i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503 . Road No-1=209.2313 Sqm + Road No-2=37.75 Sqm + Road No-3=606.74 Sqm + Road No-4=767.78 Sqm + Road No-5=65.36 Sqm + Road No-6=203.04 Sqm + Road No-7=271.63 Sqm + Road No-8=36.9 Sqm + Road No-9=66.58 Sqm + Road No-10=64.63 Sqm + Road No-11=0 Sqm + Road No-12=0 Sqm + Road No-13=49.02 Sqm + Road No-14=0 Sqm + Road No-15=60.71 Sqm = Total 2439.371 Sqm

Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=203.63 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 203.63 Cum

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 I) Sand Filling Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=2.92 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 2.92 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) I P.C.C grade M 10 (i) Nominal mix 1:3:6 Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=8.25 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 8.25 Cum

Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings and MoRD technical specifications clauses 802,803, 900,1202,1203.(including centering, shuttering, staging etc. but excluding reinforcement) II PCC grade M 15 (i) Nominal Mix (1:2.5:5) Road No-1=0 Cum + Road No-2=0 Cum + Road No-3=0 Cum + Road No-4=0 Cum + Road No-5=0 Cum + Road No-6=0 Cum + Road No-7=0 Cum + Road No-8=0 Cum + Road No-9=0 Cum + Road No-10=0 Cum + Road No-11=0 Cum + Road No-12=0 Cum + Road No-13=50.81 Cum + Road No-14=0 Cum + Road No-15=0 Cum = Total 50.81 Cum

Providing and laying flooring laid over cement concrete bedding complete as per drawing and MoRD technical specification Clause 1303 I. Cement concrete blocks cast in situ grade M 15 (size 400 mm X 400 mm X 150 mm ) over cement concrete ( with M 10 ) bedding of 150 mm thick Road No-1=0 sqm + Road No-2=0 sqm + Road No-3=0 sqm + Road No-4=0 sqm + Road No-5=0 sqm + Road No-6=0 sqm + Road No-7=0 sqm + Road No-8=0 sqm + Road No-9=0 sqm + Road No-10=0 sqm + Road No-11=0 sqm + Road No-12=0 sqm + Road No-13=100.7 sqm + Road No-14=0 sqm + Road No-15=0 sqm = Total 100.7 sqm