|
| 1 | Earth work in cutting over burden earth in all kinds of soil with all leads & lifts & depositing the excavated materials away from the working areas complete as per specification &direction of the Engineer-in-Charge including cost of all labour & T&P articles required for the work etc.complete in all respect. |
| 2 | Supplying , fitting & fixing in position steel cutting edge as per approved design & drawing weighing not less than 80kg. per meter including steel cladding using M.S.Angles/ rods, plates bolts & nuts, rivets complete including bending to size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost, conveyance, royalty of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the level of the bottom of well cap indicated in Drg. or 150 mm. above L.W.L. as specified in the Drg. or as per written order of the Engineer-in-Charge.) |
| 3 | Labour of sinking single circular well casing/ cubwell of specified external diameter in all kinds of soil to lines levels & plumb by scoping out from inside the well & below the steining by chiselling, grabbing blasting (if required) etc, including cost of dredging chiseling, hammering, cutting with pick axes & crow bars, jack hammers or using any other modern devices for removing the rock i.e. methods of sinking inside rock strata, including cost of necesary tools & plants supply & working of pumps, gredgers & compressors, derrick, winches, cranes etc. ballings out of water & gredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (however the use of explosives in removing & braking the rocks is prohibited inside the well if steel, cladding has not been provided) ---other items required for the well sinking operation is only incidental & no payment will be made for such items)-For 7.5m dia wells (Up to 10.00 Mtr Depth) |
| 4 | Labour of sinking single circular well casing/ cubwell of specified external diameter in all kinds of soil to lines levels & plumb by scoping out from inside the well & below the steining by chiselling, grabbing blasting (if required) etc, including cost of dredging chiseling, hammering, cutting with pick axes & crow bars, jack hammers or using any other modern devices for removing the rock i.e. methods of sinking inside rock strata, including cost of necesary tools & plants supply & working of pumps, gredgers & compressors, derrick, winches, cranes etc. ballings out of water & gredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (however the use of explosives in removing & braking the rocks is prohibited inside the well if steel, cladding has not been provided) ---other items required for the well sinking operation is only incidental & no payment will be made for such items)-For 6.5m dia wells (Up to 10.00 Mtr Depth) |
| 5 | Sinking of R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT>100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.-For 7.5m dia wells |
| 6 | Sinking of R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT>100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.-For 6.5m dia wells |
| 7 | Construction of R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.-For 7.5m dia wells |
| 8 | Construction of R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.-For 6.5m dia wells |
| 9 | Construction of R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.-For 7.5m dia wells |
| 10 | Construction of R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.-For 6.5m dia wells |
| 11 | Earth work excavation in foundation in Hard and compacted sheet rock within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site. |
| 12 | Cement concrete with M-150+10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150 kg./cm2 with minimum quantity of cement as specified in IRC code in work tests on 150 mm. cubes at 28 days curing using cement as per CL 710-7 of IRC-78/1983 after mixing & tests conduct in accordance with IS 456 & IS-516 with crusher broken hard granite coarse aggregate of 40 mm. size down graded in conformity with clause-302.6.2 of IRC-21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using tremie pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm. thick with cost, conveyance royalty of all materials, labour hire charges of all T&P & machineries required for the work complete in all respect. (in case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in-Charge). (Bottom Plugging) |
| 13 | 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 & IS-516) & 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 pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality of all materials, labour charges, machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.(Top Plugging) |
| 14 | R.C.C. of design mix of M-250 grade 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 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded size proportioin as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of ----complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works.-Well curb |
| 15 | R.C.C. of design mix of M-250 grade 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 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded size proportioin as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of ----complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works.-Well Steining |
| 16 | P.C.C. of design mix of M-200 grade having specified characteristics compressive strength / target mean strength of 200kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/RC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm & down graded size proportioin as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportiion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering ----, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire, labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping, splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works) etc. complete as per specification and direction of Engineer-in-Charge.-Well Steining |
| 17 | R.C.C. of design mix of M-300 grade having specified characteristics compressive strength / target mean strength of 300kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm cubes at 28 days curring after mixing & 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 and down graded sizes & proportion as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 ---necessary, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works.-Well cap |
| 18 | Abutment & Pier shafts |
| 19 | Abutment & Pier Cap |
| 20 | Dirt Wall |
| 21 | Superstructure |
| 22 | Approach Slab |
| 23 | Wearing Coat - Mastic Asphalt |
| 24 | RCC Crash barrier of M40 Grade |
| 25 | Supply of HYSD bars confirming to grade Fe-500 cutting bending, binding, lapping, spalicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grils & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying in postion including cost & conveyance of tor steel & binding wires of 18 to 20 gauge (as to be approved by the Deptt.), labour charges for cutting, bending, binding of MS/ TS rod, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in- Charge.(weight of binding wire shall not be considered for payment at all which will be borne by the contractor). |
| 26 | Providing& laying filter media with stone crushed aggregates of 45mm size satisfying the requirement laid down in clause 2504.2.2 of MoRTH specification to thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall & provided over the entire surface behind abutment,wingwall & return wall to the full height compacted to a firm condition complete as per drwawing & technical specification clauses and as per specification and direction of Engineer-in-charge. |
| 27 | Providing weepholes in brick masonry / stone masonary , plain / reinforced concrete abutment wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V) :20(H) towards drawing face complete as per drawing and techinical specificaiton and the direction of the Engineer-in-Charge |
| 28 | Rough stone dry packing in aprons and revetments of designed thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty of all materials and labour, T&P etc. required for the work complete in all respects (the weight of each stone shall not be less than 30kg) as per specification and direction of Engineer-in-charge. |
| 29 | Back filling with granular material by using moorum behind the abutment and wing wall including cost, conveyance and royality of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section) as per specification and direction of Engineer-in-charge.-Granular Material |
| 30 | Back filling with granular material by using moorum behind the abutment and wing wall including cost, conveyance and royality of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section) as per specification and direction of Engineer-in-charge.-Boulder Filling with sand grouted |
| 31 | Back filling with granular material by using moorum behind the abutment and wing wall including cost, conveyance and royality of all materials & cost of all labour & T&P reuired for the work complete (measurement will be taken for compacted section) as per specification and direction of Engineer-in-charge.-In abutment/ pier wells with sand |
| 32 | Supplying and fixing of RCC Guard post of 150 mm dia and 1M long in RCC (1:2:4) using 12 mm size black hard granite crusher broken chips of approved quality from approved quarry including centering, shuttering, watering, curing and ramming with cost, conveyance, royalty of all materials inlcuding cost, conveyance of MS/ TS rod, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge. |
| 33 | Strip seal expansion joint as per MoRTH and specification including cost, conveyance of all materials, labour charges, T& P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge. |
| 34 | Cement concrete (1:3:6) in foundation & plinth using with 4cm. size crusher broken hard granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in Charge complete in all respects.-Below Approach Slab |
| 35 | Cement concrete (1:3:6) in foundation & plinth using with 4cm. size crusher broken hard granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in Charge complete in all respects.-In Foundation |
| 36 | Supplying, fitting, fixing in position Neopreme bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost, conveyance,royalty of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. (The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use test certificate to be furnished) |
| 37 | Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm dia with Ggalvanized steel confirming to IS 226 & fixing in position with suitable fixures at specified location on bridge decks including painting two coats with bituminous paint sealant as per IS 1834 around the spout to the deck slab as per technical specification part I/ II of Clause-2705 under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 38 | Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods . |
| 39 | Levelling the hard rock surface under wells for piers, abutments & wing under water |
| 40 | Painting two coats with any approved synthetic enamel paint of approved colour, shade and quality to exterior plastered surface over a coat of primer of approved quality in all floors and all heights including preparing the surface, watering and curing with cost, conveyance, royalties of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as per specification and directed by the Engineer in charge. |
| 41 | Add for SBY Informatory sign board of 12' 0\\" x 8' 0\\" size |
| 42 | Construction of embankment with approved material obtained from borrow pits and transporting to site with all lifts & leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 of MoRD & as per direction of the Engineer-in-Charge. |
| 43 | Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision). |
| 44 | 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 MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 45 | Providing, laying, spreading & 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) |
| 46 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD and as per direction of the Engineer-in-Charge. |
| 47 | Providing and applying Tack coat over the granular / bitumious surface, with bitumen boiler fitted with spray set using bitumen emulsion (RS-1) @ 2.00 kg to 4.00 kg per 10 sqm area including cleaning the surface etc.complete for finished item of work as per clause No.503 of specification for Road and Bridge works of MORTH(4TH Revision) including cost, conveyance, royality of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of Engineer-in-Charge. |
| 48 | Providing & 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 & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) |
| 49 | Providing & 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 & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) |
| 50 | Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & ramming complete with all leads & lifts including cost, Conveyance, royality of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.) |
| 51 | Plain Cement concrete M-15 (1:2:4) maxmum compressive strength of 150 kg/cm2 with minmum quantity of cement to be used in top plugging as specified in IRC code in work tests on 150 mm cubes at 28 days curing using cement as per IRC-78/ 1983 after mixing & tests conduct in accordance with IS 456 & IS 516 with crusher broken hard granite coarse aggegate of 40mm size & down graded in conformily with clause 302 6.2 of IRC -21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using treime pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm thick with cost, conveyance royality of all materials, labour hire charges of all T&P & machenaries required for the work complate in all respect. (In case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in- charge.) -Up to Bed |
| 52 | Plain Cement concrete M-15 (1:2:4) maxmum compressive strength of 150 kg/cm2 with minmum quantity of cement to be used in top plugging as specified in IRC code in work tests on 150 mm cubes at 28 days curing using cement as per IRC-78/ 1983 after mixing & tests conduct in accordance with IS 456 & IS 516 with crusher broken hard granite coarse aggegate of 40mm size & down graded in conformily with clause 302 6.2 of IRC -21/1987 of approved quality (test in laboratory) from approved quarry & concrete laid in continuous operation using treime pipes or skip boxes upto required depth including lowering, hoisting & laying in layers of 150 mm thick with cost, conveyance royality of all materials, labour hire charges of all T&P & machenaries required for the work complate in all respect. (In case of grouted concrete the grout mix shall not be leaner than 1:2) (Recuperation test may have to be done if directed by Engineer-in- charge.) -Sub-Structure |
| 53 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.-1000 mm Dia Please Enable Macros to View BoQ information |
