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| 1 | Earthwork in excavation in cutting in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 2 | Earth work excavation in foundation in all knds of soil within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply and working of pumps stacking the excavated material away from the work in site. |
| 3 | Filling sand-Supplying and filling good clean river sand of approved quality including watering to complete saturation and ramming complete with all leads and lifts including cost, conveyance, royalty and taxes of all materials and cost of all labour and TandP required for the work etc. complete as per specification and direction of Engineer in charge. |
| 4 | Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. |
| 5 | Cement concrete (1:3:6) in foundation and plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering and laying in layers not exceeding 150mm. thick with proper packing and ramming each layer of concrete by means of vibrator ,providing groove and beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality and taxes of all material required for the work including supplying and working pumps, TandP articles finishing the exposed surface smooth as per specific ation and direction of the Engineer-in Charge . In Foundation |
| 6 | Cement concrete (1:3:6) in foundation and plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering and laying in layers not exceeding 150mm. thick with proper packing and ramming each layer of concrete by means of vibrator ,providing groove and beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality and taxes of all material required for the work including supplying and working pumps, TandP articles finishing the exposed surface smooth as per specific ation and direction of the Engineer-in Charge-Below Approach Slab |
| 7 | Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 and IS-516) and conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves and beads where necessary including cost, conveyance royality and taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering and shuttering as per specification and direction of Engineer-in-Charge. In foundation |
| 8 | In Sub-Structure |
| 9 | RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing and tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded.sizes and proportion as specified in clause-302.6.2 of IRC 21/1987 and IS-10262 and subject to mix design in conformity with the grading and proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry andtraightening, cutting, bending, binding welding and tying the grills lapping spacing etc. where ever necessary and hoisting and placing in position ( to be paid separately as required for RCC works) -Foundation |
| 10 | Abutment and Pier Shaft / Return wall |
| 11 | Pier and Abutment Cap |
| 12 | DIRT Wall |
| 13 | Approach Slab |
| 14 | Wearing Course Mastic Asphalt |
| 15 | Wing wall |
| 16 | RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing and tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded.sizes and proportion as specified in clause-302.6.2 of IRC 21/1987 and IS-10262 and subject to mix design in conformity with the grading and proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry and using minimum quantity of cement confirming to codal provision including hoisting, lowering and laying concrete in layers not exceeding 15cm thick compacting with vibrators watering and curing for 28 days including water tight steel centering , shuttering Deck Slab |
| 17 | RCC M-30 Crash Barrier |
| 18 | Providing TMT bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC works as per the approved design, hoisting, lowering and laying position including cost and conveyance of tor steel and binding wires of 18 to 20 gauge (as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge. |
| 19 | Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfact behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and direction of Engineer-in Charge. |
| 20 | Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge. |
| 21 | Providing Rough stone dry packing pitching in slope protection walls approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including TandP complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer in charge including dewatering if required. |
| 22 | Supplying and filling behind abutment, wing wall and return wall etc with approved quality of gravel sandy material including watering to complete saturation and ramming complete with all leads and lifts including cost. Conveyance royality and taxes of all materials and cost of all labour and TandP required for the work complete measurement will be taken for compacted section as per direction of Engineer in Charge GRANULAR MATERIAL |
| 23 | Boulder with sand filling |
| 24 | Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality and taxes of etc. complete. |
| 25 | Providing , fitting , fixing expansion joint confirming to ISI specification including all cost , carriage , taxes etc complete as per specification and direction of Engineer-in-Charge .Strip seal Expansion Joint |
| 26 | Providing ,fitting, fixing Salitax board including cost and taxes etc. |
| 27 | Providing Fix of Tar Paper |
| 28 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 29 | Construction of embankment with approved material obtained from borrow pits with 5 extra lead lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MoSRTandH Specifications for Road and Bridge works (4th Revision)and as per the direction of engineer in charge. |
| 30 | Loosening of the ground up to a level of 500mm below the sub-grade level , watered , graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction and clause 305 of MORTH specification of Road and Bridge works ( 4th Revision ) |
| 31 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRTandH Specifications for Road and Bridge works (4th Revision) |
| 32 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT and H specifications for road and bridge works.(4th Revision) |
| 33 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRTandH including cost, conveyance, royalty, taxes of chips and bitumen and other required materials etc. complete and as per direction of Engineer-In-Charge. |
| 34 | Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRTandH Specifications of Road and Bridge work (04th Revision) |
| 35 | Providin and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level and alingment and roling with smooth wheeled,vibratory and tandem rollers to achieve the desire compaction as per clause 504 of MoSRTandH Specifications for road and bridge works (4th Revision) Page-169 Item -45 |
| 36 | Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level and alingment, roling with smooth wheeled,vibratory and tandem rollers to achieve the desire compaction as per clause 508 of MoSRTandH Specifications for road and bridge works (4th Revision) Page -175 item - 47 |
| 37 | Supplying, fixing and laying R.C.C. Hume pipes of NP3 class(confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance, royality of all materials, labour charges, TandP etc. required for the work complete as per specification and direction of Engineer-in-charge. 100mm dia HP |
| 38 | Furnishing and laying of live sods of perennial turf forming Grass on embankment slope, verges or other locations shown on the drawing including ransportation of turfs by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per direction of Engineer - in - charge. |
| 39 | Providing Fix of SBY Information Sign Board Please Enable Macros to View BoQ information |
