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| 1 | Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(A) From Borrow pits within land width | Cu. mt |
| 2 | Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation) (B) From borrow pits within 0.5 KM lead | Cu. mt |
| 3 | Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation) (C) From borrow pits within 1.00 KM lead | Cu. mt |
| 4 | Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation) (D) From borrow pits within 2.00 KM lead | Cu. mt |
| 5 | Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation) (E) From borrow pits within 3.00 KM lead | Cu. mt |
| 6 | Earth work in cutting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 200 meters from the end of the cutting with all required lead and lift. | Cu. mt |
| 7 | Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mt. | Cu. mt |
| 8 | Preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirts etc. (i) Water bound macadam surface (New) | Sq. Mt |
| 9 | Preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirts etc. (ii) Black top surface | Sq. Mt |
| 10 | Watering of earth work as directed | Cu. mt |
| 11 | Rolling and consolidation using vibratory road roller 8-10 tone capacity (including watering) (A) Earth Work (Layer not exceeding 200 mm thickness) | Cu. mt |
| 12 | Rolling and consolidation using vibratory road roller 8-10 tone capacity (including watering) (B) Granular Sub Base (Layer not exceeding 150 mm thickness) | Cu. mt |
| 13 | Rolling and consolidation using vibratory road roller 8-10 tone capacity (including watering) (C) Water Bound Macadam (Layer not exceeding 100 mm thickness) | Cu. mt |
| 14 | Rolling and consolidation of soiling including filling in depression which occur during the process with power roller 8 to 20 tonne. | Sq. Mt |
| 15 | Rolling and consolidation water bound macadam (except laterite and kankar) including watering not exceeding 150 mm thickness (main layer including binding materials including filling in depressions which occur during the process. (B) With power roller exceeding 8 tonne and not exceeding 12 tonne | Sq. Mt |
| 16 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and joining for pipes in C.M. 1:2 watering and laying (To level or slope of I.S. class) NP-2 of following internal diameter. (i) 300 mm dia | R. Mt |
| 17 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and joining for pipes in C.M. 1:2 watering and laying (To level or slope of I.S. class) NP-2 of following internal diameter. (ii) 450 mm dia | R. Mt |
| 18 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and joining for pipes in C.M. 1:2 watering and laying (To level or slope of I.S. class) NP-2 of following internal diameter. (iii) 600 mm dia | R. Mt |
| 19 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and joining for pipes in C.M. 1:2 watering and laying (To level or slope of I.S. class) NP-2 of following internal diameter. (iv) 750 mm dia | R. Mt |
| 20 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and joining for pipes in C.M. 1:2 watering and laying (To level or slope of I.S. class) NP-2 of following internal diameter. (v) 900 mm dia | R. Mt |
| 21 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and joining for pipes in C.M. 1:2 watering and laying (To level or slope of I.S. class) NP-2 of following internal diameter. (vi) 1050 mm dia | R. Mt |
| 22 | Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts including setting and joining for pipes in C.M. 1:2 watering and laying (To level or slope of I.S. class) NP-2 of following internal diameter. (vii) 1200 mm dia | R. Mt |
| 23 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per Indian Railway Standard Specifications including setting the pipe in C.M. 1:2 watering and laying (to level or slopes) of class NP-3 of following internal diameters. (i) 300 mm dia | R. Mt |
| 24 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per Indian Railway Standard Specifications including setting the pipe in C.M. 1:2 watering and laying (to level or slopes) of class NP-3 of following internal diameters. (ii) 450 mm dia | R. Mt |
| 25 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per Indian Railway Standard Specifications including setting the pipe in C.M. 1:2 watering and laying (to level or slopes) of class NP-3 of following internal diameters. (iii) 600 mm dia | R. Mt |
| 26 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per Indian Railway Standard Specifications including setting the pipe in C.M. 1:2 watering and laying (to level or slopes) of class NP-3 of following internal diameters. (iv) 750 mm dia | R. Mt |
| 27 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per Indian Railway Standard Specifications including setting the pipe in C.M. 1:2 watering and laying (to level or slopes) of class NP-3 of following internal diameters. (v) 900 mm dia | R. Mt |
| 28 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per Indian Railway Standard Specifications including setting the pipe in C.M. 1:2 watering and laying (to level or slopes) of class NP-3 of following internal diameters. (vi) 1050 mm dia | R. Mt |
| 29 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per Indian Railway Standard Specifications including setting the pipe in C.M. 1:2 watering and laying (to level or slopes) of class NP-3 of following internal diameters. (vii) 1200 mm dia | R. Mt |
| 30 | Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications. (upto 10 ton) | Sq.Mt |
| 31 | Providing and filling sand behind abutments and between returns in layers as directed | Cu. mt. |
| 32 | Filling around the pipes with murrum including dressing, tempering etc. complete. | Cu. mt |
| 33 | Cleaning and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, saplings and trees girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials. (C) By Mechanical means in area of light jungle | Hector |
| 34 | Cleaning and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, saplings and trees girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials. (D) By Mechanical means in area of thomy | Hector |
| 35 | Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials(A) By manual means in area of light jungle | Hectare |
| 36 | Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (B) By manual in area of thorny jungle | Hectare |
| 37 | Painting lettering with enamel paint 3 coats etc. complete (i) Ordinary KM stone for N.H., S.H. and M.D.R. | Each |
| 38 | Painting lettering with enamel paint 3 coats etc. complete (ii) Ordinary KM stone for O.D.R. and V.R. | Each |
| 39 | Painting lettering with enamel paint 3 coats etc. complete (iii) Fifthe KM stone | Each |
| 40 | Painting lettering with enamel paint 3 coats etc. complete (iv) Hectometer stone | Each |
| 41 | Painting lettering with enamel paint 3 coats etc. complete (v) Road sign board | Each |
| 42 | Painting lettering with enamel paint 3 coats etc. complete (vi) Village name board | Each |
| 43 | Painting lettering with enamel paint 3 coats etc. complete (vii) Junction board | Each |
| 44 | Hire charges of J.C.B. machine with Operator, fuel, Diesel etc. complete. | Hour |
| 45 | Hire charges of Hydrolic Dumper with Driver, fuel, Diesel etc. complete. | Day |
| 46 | Hire charges of Water Tanker with Driver, fuel, Diesel etc. complete. | Day |
| 47 | White washing with lime on wall surface (two coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust; mortar drops and other foreign matter | Sq.m. |
| 48 | Painting with Geru & Lime best-Quality of tree with material, labour cahrges carting for labour & materials as directed. (A) Upto 0.3 mt. dia. | No. |
| 49 | Painting with Geru & Lime best-Quality of tree with material, labour cahrges carting for labour & materials as directed. (B) Above 0.3 mt. dia. | No. |
| 50 | Metal Beam Crash Barrier for Bridge Portion ( Type-A, "W":Metal Beam Crash Barrier ) Providing and erecting a W Metal Double Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail 70 cm above road/ground level, fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1 m below ground/road level, all steel parts and fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a soacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. and including cost of Providing and Fixing 3 mm ACM type reflector, 100 mm wide and 4.50m long, Type-4, Class-B, High intensity grade sheeting as IRC 67-2012 & reflactor(red/yellow size as directed by engineer in-charge ) on front side of post for better night visibility including labour & Matirial cost. | RMT |
| 51 | Metal Beam Crash Barrier for Approach ( Type-A, "W" : Metal Beam Crash Barrier )Providing and erecting a W Metal Double Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail 70 cm above road/ground level, fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1 m below ground/road level, all steel parts and fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a soacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. Including for Anchorage for Double Beam Crash Barrier ( 1.10 x 0.50 x 0.50 )excavation , concreting in M-30 garde, for footing ( 1.10 x 0.50 x 0.50) and beam (60.00 X 0.30 X 0.30 ), and Curing complete , also including cost of Providing and Fixing 3 mm ACM type reflector, 100 mm wide and 4.50m long, Type-4, Class-B, High intensity grade sheeting as IRC 67-2012 & reflactor(red/yellow size as directed by engineer in-charge ) on front side of post for better night visibility including labour & Matirial cost. | RMT |
