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| 1 | Foundation work |
| 2 | Providing and Constructing Temporary Island for Construction of Well Foundation for 5.50 m dia. WellAssuming depth of water 4.0 m and height of island 4.5 m. complete the work as per MoRTH Specification. 12.9 (B) |
| 3 | Making Temporary Pile Bridge 22.00 Mtr Length for the purpose of during construction work in running water. |
| 4 | Providing and laying of Cutting Edge of Mild Steel for foundation (M-30) complete the work as per MoRTH Specification 12.10 (1200 & 1900) |
| 5 | Providing and laying of Concrete in Well Curb for Abutment for foundation (M-30) complete the work as per MoRTH Specification 12.11 A (ii) |
| 6 | 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) |
| 7 | 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) |
| 8 | Providing and laying of Concrete in Bottom Plugging for well foundation (M-25) complete the work as per MoRTH Specification 12.11 © |
| 9 | Providing and laying of Concrete in Intermediate Plugging for well foundation (M-15) complete the work as per MoRTH Specification 12.11 D (i) |
| 10 | Providing and laying of Concrete in False Steining for Well Foundation (M-15) complete the work as per MoRTH Specification 12.11 B (ii) |
| 11 | Providing and laying of Concrete in Well Cap in Well Foundation (M-30) complete the work as per MoRTH Specification 12.11 F (iii) |
| 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 all labour, crane, wire-rope, Machinery and POL. Negative singking also include. Sinking upto 3 m. complete the work as per MoRTH Specification 12.12 |
| 13 | 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. Sinking upto 3 to 10 m. complete the work as per MoRTH Specification 12.12 A |
| 14 | 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. Sinking Beyond 10 m upto 20.00 m depth complete the work as per MoRTH Specification 12.12 A |
| 15 | 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. Sinking Beyond 20 m upto 26.00 m depth complete the work as per MoRTH Specification 12.12 A |
| 16 | Sand Filling in Well foundation including crane, labour and POL complete the work as per MoRTH Specification 12.21 (1207) |
| 17 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete the work as per MoRTH Specification 12.40 (1600) |
| 18 | Sub Structure |
| 19 | Providing and laying of Concrete in Pier for Sub Structure (M-35) complete the work as per MoRTH Specification 13.5 H (q) |
| 20 | Providing and laying of Concrete in Pier cap for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q) |
| 21 | Providing and laying of Concrete in Abutment column for Sub Structure (M-35) complete the work as per MoRTH Specification 13.5 H (q) |
| 22 | Providing and laying of Concrete in Top beam for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q) |
| 23 | Providing and laying of Concrete in Back wall for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q) |
| 24 | Providing and laying of Concrete in wing wall for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q) |
| 25 | Providing and laying of Concrete in Parapet Wall for sub structure (M-35) complete the work as per MoRTH Specification 13.5 H (q) |
| 26 | 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) |
| 27 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub structure complete the work as per MoRTH Specification 12.41 (1600 & 2200) |
| 28 | Super Structure |
| 29 | 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) |
| 30 | Providing and laying of RCC Concrete in cross beam for super structure (M-40) complete the work as per MoRTH Specification 14.1 E |
| 31 | Providing and laying of RCC Concrete in deck slab for Super Structure (M-40) complete the work as per MoRTH Specification 14.1 E |
| 32 | Providing and laying of RCC Concrete in Foot Path for super structure (M-40) complete the work as per MoRTH Specification 14.1 E |
| 33 | Providing and laying of RCC Concrete in crash barrier for super structure (M-40) complete the work as per MoRTH Specification 14.1 E |
| 34 | Providing and laying of Concrete in Appoach Slab (Lean) for super structure (M-15) complete the work as per MoRTH Specification 14.10 2700 |
| 35 | Providing and laying of Concrete in Approach Slab (Main) for super structure (M-30) including steel. complete the work as per MoRTH Specification 14.11 (1500, 1600, 1700, 2704) |
| 36 | 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) |
| 37 | Providing and laying of Concrete in Sesmic Stopper for super structure (M-35) complete the work as per MoRTH Specification 14.1 D (2) |
| 38 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in super structure complete the work as per MoRTH Specification 14.2 (1600) |
| 39 | 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) |
| 40 | Providing and Fixing of 65mm MS Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and 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. |
| 41 | Providing and Fixing of Drainage Spouts in Super structure complete the work as per MoRTH Specification 14.9 (2705) |
| 42 | 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) |
| 43 | 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) |
| 44 | 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) |
| 45 | Main Approach Road Work |
| 46 | Providing and laying of sandy soil in approach road in 20 c.m. layers including leveling and dressing the surface to required level and slopes including the rolling desired density by vibratory roller complete the work as per MoRTH Specification 3.16 (305) Main Approach |
| 47 | Construction of granular sub-base by providing graded 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 150 mm complete the work as per MoRTH Specification 4.1 (401) Main Approach |
| 48 | 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 250 mm in 02 layer complete the work as per MoRTH Specification 4.14 (406 A) Main Approach |
| 49 | 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 cent by 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 50 mm in two layers complete the work as per MoRTH Specification 5.4 (502 A) Main Approach |
| 50 | Providing & applying Prime Coat with emusion V.G.-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom complete the work as per MoRTH Specification 5.1 (502 A) Main Approach |
| 51 | Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom complete the work as per MoRTH Specification 5.1 (502 B) Main Approach |
| 52 | Providing and laying bituminous concrete 30 mm with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 complete the work as per MoRTH Specification 5.5 (507 A) Main Approach |
| 53 | Brick on edge both side of road with first class brick including labour & supply of brick complete as per MoRTH specification Main Approach |
| 54 | Providing and laying of Hume Pipe Culvert 01 Mtr dia both side in Approach road in position for proper completion of work Main Approach |
| 55 | Supply and Fixing of 'W' Type glownized Crash Barrier in high ambankments complete the work as per MoRTH Specification. Main Approach |
| 56 | Additional Approach Road work |
| 57 | Providing and laying of sandy soil in approach road in 20 c.m. layers including leveling and dressing the surface to required level and slopes including the rolling desired density by vibratory roller complete the work as per MoRTH Specification 3.16 (305) Additional Approach |
| 58 | Construction of granular sub-base by providing graded 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 125 mm complete the work as per MoRTH Specification 4.1 (401) Additional Approach |
| 59 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.G-2 (75mm) complete the work as per MoRTH Specification 4.11 B (ii) A Additional Approach |
| 60 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.G-3 (75mm) complete the work as per MoRTH Specification 4.11 B (ii) A Additional Approach |
| 61 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. complete the work as per MoRTH Specification 5.7 (510) Additional Approach |
| 62 | Providing & applying Prime Coat with emusion V.G.-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom complete the work as per MoRTH Specification 5.1 502 Additional Approach |
| 63 | Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom complete the work as per MoRTH Specification 5.2 (507) Additional Approach |
| 64 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats. Complete the work as per MoRTH Specification 5.9 (511) Additional Approach |
| 65 | Brick on edge both side of road with first class brick including labour & supply of brick complete as per specification Additional Approach |
| 66 | Providing and laying of Hume Pipe Culvert 01 Mtr dia both side in Approach road in position for proper completion of work Additional Approach |
| 67 | Protection Work |
| 68 | Providing and laying of sandy soil in approach road in 20 c.m. layers including leveling and dressing the surface to required level and slopes including the rolling desired density by vibratory roller complete the work as per MoRTH Specification 3.16 (305) |
| 69 | Excavation of trench for boulder apron in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters (average lead 50 meters), including trimming bottom and side slope in accordance with requirement of lines, grades and cross sections. |
| 70 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications 15.5 (2504) |
| 71 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification 15.4 (2504) |
| 72 | Providing and Laying apron on river bed for scour with stone boulder weighting not less then 40kg each complete as per drawing and technical specification 15.4 (2504) |
| 73 | 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. |
| 74 | Construction of Chute Drain as per drawing & technical specification Please Enable Macros to View BoQ information |
