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| 1 | Foundation |
| 2 | Providing and laying of Concrete in Well Curb for Abutment for foundation (M-30) complete the work as per MoRTH Specification 12.11 B (ii). |
| 3 | Providing and laying of Concrete in Well Steining for Abutment for foundation (M-30) complete the work as per MoRTH Specification 12.11 B (ii). |
| 4 | Providing and laying of Concerete in Well Steining for Pier in well foundation (M-30) complete the work as per MoRTH Specification 12.11 B (ii). |
| 5 | Providing and laying of Concrete in Bottom Plugging for well foundation (M-25) complete the work as per MoRTH Specification 12.11 (C). |
| 6 | Providing and laying of Concrete in Intermediate Plugging for well foundation (M-15) complete the work as per MoRTH Specification 12.11 D (i). |
| 7 | Providing and laying of Concrete in False Steining for Well Foundation (M-15) complete the work as per MoRTH Specification 12.11 B (ii). |
| 8 | Providing and laying of Concrete in Well Cap in Well Foundation (M-30) complete the work as per MoRTH Specification 12.11 F (iii). |
| 9 | Sinking of 5.50 mtr external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications including all labour, crane, wire-rope, Machinery and POL. Negative singking also include. Sinkingupto 3 m. complete the work as per MoRTH Specification 12.12. |
| 10 | Sinking of 5.50 mtr external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications including all labour, crane, wire-rope, Machinery and POL. Sinkingupto 3 to 10 m. complete the work as per MoRTH Specification 12.12 A. |
| 11 | Sinking of 5.50 mtr external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications including all labour, crane, wire-rope, Machinery and POL. SinkingBeyond 10 m upto 20.00 m depth complete the work as per MoRTH Specification 12.12 A. |
| 12 | Sinking of 5.50 mtr external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications including bottom pluging, I.P., All Labour, Wire-rope, machinery and sand filling also with POL. SinkingBeyond 20 m upto 26.50 m depth complete the work as per MoRTH Specification 12.12 A. |
| 13 | Sand Filling in Well foundation including crane, labour and POL complete the work as per MoRTH Specification 12.21 (1207). |
| 14 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete the work as per MoRTH Specification 12.40 (1600). |
| 15 | Sub Structure |
| 16 | Providing and laying of Concrete in Pier for Sub Structure (M-35) complete the work as per MoRTH Specification 13.5 G (q). |
| 17 | Providing and laying of Concrete in Pier cap for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q). |
| 18 | Providing and laying of Concrete in Abutment column for Sub Structure (M-35) complete the work as per MoRTH Specification 13.5 H (q). |
| 19 | Providing and laying of Concrete in Top beam for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q) |
| 20 | Providing and laying of Concrete in Back wall for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q). |
| 21 | Providing and laying of Concrete in wing wall for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q). |
| 22 | Providing and laying of Concrete in Parapet Wall for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q). |
| 23 | Providing and laying of Concrete in Pedestal & seismic arrester for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q). |
| 24 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub structure complete the work as per MoRTH Specification 12.41 (1600 & 2200). |
| 25 | Super Structure |
| 26 | Providing and laying of PSC Concrerte Main Beam for Super Structure (M-45) complete the work as per MoRTH Specification 14.1 (F) ii q. |
| 27 | Providing and laying of RCC Concrete in cross beam for super structure (M-40) complete the work as per MoRTH Specification 14.1 E. |
| 28 | Providing and laying of RCC Concrete in deck slab for Super Structure (M-40) complete the work as per MoRTH Specification 14.1 E. |
| 29 | Providing and laying of RCC Concrete in crash barrier for super structure (M-40) complete the work as per MoRTH Specification 14.1 E. |
| 30 | Providing and laying of Concrete in Appoach Slab (Lean) for super structure (M-15) complete the work as per MoRTH Specification 14.10 (2700). |
| 31 | Providing and laying of Concrete in Approach Slab (Main) for super structure (M-30) complete the work as per MoRTH Specification 14.11 (1500,1600,1700 & 2704) |
| 32 | Providing and laying of Concrete in c/c wearing coat 75MM for Super Structure (M-30) including supply and fixing of HYSD Bar complete the work as per MoRTH Specification 14.4 (2702). |
| 33 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in super structure complete the work as per MoRTH Specification 14.2 (1600). |
| 34 | Providing and fixing of High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting & labour complete the work as per MoRTH Specification 14.3 (1800). |
| 35 | Providing and Fixing of 65mm MS Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concreteand MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete the work as per MoRTH Specification. |
| 36 | Providing and Fixing of Drainage Spouts in Super structure complete the work as per MoRTH Specification 14.9 (2705). |
| 37 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 100x100x10 mm. complete the work as per MoRTH Specification 14.21 (2607). |
| 38 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals complete the work as per MoRTH Specification 13.18 (2000 & 2200.) |
| 39 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface (Crash Barrier) after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm on Crash barrier complete the work as per MoRTH Specification 14.16 (800). |
| 40 | Approach Road |
| 41 | Earth work in cutting or in enbankment in ordinary soil excavation to be in the form of regular pits complete the work as per MoRTH Specification 3.16 (305) |
| 42 | Construction of granular sub-base by providinggraded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface, mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density GSB 250 mm complete the work as per MoRTH Specification 4.1 (401) |
| 43 | Providing Laying and spreading material on a prepared sub base, by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base WMM 200 mm in 02 layer complete the work as per MoRTH Specification 4.14 (406 B) |
| 44 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total 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 DBM 65 mm in two layers complete the work as per MoRTH Specification 5.4 (505 B). |
| 45 | Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of0.35 kg per sqm on the prepared granularsurface treated with primer cleaned with hydroulic broom complete the work as per MoRTH Specification 5.2 (525 B) |
| 46 | Providing and laying bituminous concrete 30 mm withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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 complete the work as per MoRTH Specification 5.4 (505 B). |
| 47 | Brick soiling pavement on parties with bricks laid dry joints filled with local sand including preparation of base to proper slope and its ramming, spreading layer of 1cm (3/8\") depth of local sand over the subgrade and including supply of all materials labour tools and plants etc. complete the work as per MoRTH Specification. |
| 48 | Supply and Fixing of \"W\" Type glownized Crash Barrier in high ambankments complete the work as per MoRTH Specification. |
| 49 | Protection Work |
| 50 | Earth work in cutting or in enbankment in ordinary soil in protection work complete the work as per MoRTH Specification. |
| 51 | Excavation in foundation in ordinary soil (Loam, clay & sand) including lift upto 1.50 m and lead up to 30 M complete the work as per MoRTH Specification. |
| 52 | Cement concrete 1:4:8 mix with stone aggregates 40mm complete the work as per MoRTH Specification. |
| 53 | R.R. Stone massonary work in cement & coarse sand mortar 1:4 complete the work as per MoRTH Specification 12.7 B. |
| 54 | Providing & laying filter media underneath pitching in slopes complete the work as per MoRTH Specification 15.5 (2504). |
| 55 | Providing and laying pitching on slopes laid over prepaired filter media complete the work as per MoRTH Specification 15.4 (2504) |
| 56 | Construction of K.C. drain Taking quantity for 1RM construction of K.C. drain, by supply and fixing of precast kerb stones of size 20 cms. Width at bottom, 12 cm. on top overall 38 cm. height of M-15 C.C. as per drawing ^ technical specification. complete the work as per MoRTH Specification. |
| 57 | Construction of Chute Drain with 150 mm thick PCC base concrete & 230 mm thick brick work, side wall on 450 mm height and 40 mm thick cement concrete 1:2:4 top of side wall. complete the work as per MoRTH Specification. |
