| 1 | 1 | Earth work in cutting in all kind of soil within 50m initial leads &1.5m initial lifts includingrough dressing and breakingclods to max 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc complete as per specification &direction of the Engineer-in-Charge . | BI01010001010000000000000515BI0100001113 | 1003.86 | Cum |
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| 2 | 2 | Earth work in excavation of foundation in all kinds of soil including moorum & stoney earth & gravel mixed with boulders with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge, below bed level. | BI01010001010000000000000515BI0100001114 | 516.26 | Cum |
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| 3 | 3 | Labour of sinking single circular well caission/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scooping 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 necessary tools & plants supply & work of pumps, dredgers & compressors, derrick, winches, cranes etc. bailings out of water & dredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (however the use of exposives in removing & braking the rocks is probibited inside the well if steel, cladding has not been provided) & removing the materials & obstacles from inside the wells by divers & other mechanical devices inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge | BI01010001010000000000000515BI0100001115 | | |
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| 4 | 3.01 | loading if necessary & sinking to the required depth by loading with proper designed & preapproved weight & taking precautions adequately against tilting & shifting & dispiosal of the dredged materials away from the wells as per the direction of Engineer-in charge with all leads & lifts including hire & running charges of all machenaries cost of all labour with all leads lifts complete in all repects including all incidental charges like temporary sand filling, top pluging of well etc. for safety of the structure during execution as directed by the Enginer-in charge. (Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be made for such items) | BI01010001010000000000000515BI0100001116 | | |
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| 5 | 3.02 | 1) In all kinds of soil | BI01010001010000000000000515BI0100001117 | | |
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| 6 | 3.03 | A) Upto 10m. Depth | BI01010001010000000000000515BI0100001118 | | |
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| 7 | 3.04 | i) For 7.5m dia abutment wells | BI01010001010000000000000515BI0100001119 | 10 | Rmt |
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| 8 | 3.05 | ii) For 6.5m dia. pier wells | BI01010001010000000000000515BI0100001120 | 15 | Rmt |
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| 9 | 3.06 | Soft rock | BI01010001010000000000000515BI0100001121 | | |
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| 10 | 3.07 | a) For 7.5m dia abutment wells | BI01010001010000000000000515BI0100001122 | 16.2 | Rmt |
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| 11 | 3.08 | b) For 6.5m dia. pier wells | BI01010001010000000000000515BI0100001123 | 18.18 | Rmt |
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| 12 | 3.09 | Hard rock | BI01010001010000000000000515BI0100001114 | | |
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| 13 | 3.1 | a) For 7.5m dia abutment wells | BI01010001010000000000000515BI0100001115 | 1.2 | Rmt |
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| 14 | 3.11 | b) For 6.5m dia. pier wells | BI01010001010000000000000515BI0100001116 | 1.8 | Rmt |
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| 15 | 3.12 | c)4.0m dia. pier wells | BI01010001010000000000000515BI0100001117 | 0.6 | Rmt |
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| 16 | 3.13 | d) Piers 6.5 dia wells | BI01010001010000000000000515BI0100001118 | 0.9 | Rmt |
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| 17 | 4 | Cement concrete (1:3:6) in foundation & plinth with 4cm. Size crusher broken 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 ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge | BI01010001010000000000000515BI0100001119 | | |
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| 18 | 4.01 | (i) In foundation | BI01010001010000000000000515BI0100001120 | 330.74 | Cum |
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| 19 | 4.02 | (ii) Up to Bed | BI01010001010000000000000515BI0100001121 | 640 | Cum |
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| 20 | 5 | Cement concrete (1:2.5:5) in foundation & plinth with 12mm size crusher broken hard granite chips 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 providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge | BI01010001010000000000000515BI0100001122 | | |
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| 21 | 5.01 | (i) In foundation | BI01010001010000000000000515BI0100001123 | 10.48 | Cum |
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| 22 | 5.02 | (ii) Upto bed | BI01010001010000000000000515BI0100001114 | 414.36 | Cum |
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| 23 | 6 | RCC of design mix of M-25grade 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 & 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 & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering | BI01010001010000000000000515BI0100001115 | | |
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| 24 | 6.01 | & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if 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 straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) | BI01010001010000000000000515BI0100001116 | | |
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| 25 | 6.02 | (i) Well curb | BI01010001010000000000000515BI0100001117 | 114.2 | Cum |
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| 26 | 6.03 | (ii) Well caps | BI01010001010000000000000515BI0100001118 | 256.1 | Cum |
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| 27 | 6.04 | (iii) Abutment & pier shafts | BI01010001010000000000000515BI0100001119 | 292.58 | Cum |
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| 28 | 6.05 | (iv ) Column, Tie beam,Wing wall & Canti lever | BI01010001010000000000000515BI0100001123 | 97.2 | Cum |
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| 29 | 6.06 | (v) Railing & post | BI01010001010000000000000515BI0100001114 | 217.96 | Rmt |
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| 30 | 6.07 | (vi)Well steining | BI01010001010000000000000515BI0100001115 | 278.1 | Cum |
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| 31 | 7 | RCC of design mix of M-20grade 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 150 mm. cubes at 28 days curing 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. graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering ,shuttering | BI01010001010000000000000515BI0100001116 | | |
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| 32 | 7.01 | & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if 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 straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) | BI01010001010000000000000515BI0100001117 | | |
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| 33 | 7.02 | Well sreining | BI01010001010000000000000515BI0100001118 | 714.8 | Cum |
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| 34 | 8 | RCC of design mix of M-30grade 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 150 mm. cubes at 28 days curing 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. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering | BI01010001010000000000000515BI0100001119 | | |
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| 35 | 8.01 | & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if 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 straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) | BI01010001010000000000000515BI0100001123 | | |
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| 36 | 8.02 | Wearing coat | BI01010001010000000000000515BI0100001114 | 61.3 | Cum |
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| 37 | 8.03 | Road kerb | BI01010001010000000000000515BI0100001115 | 14.46 | Cum |
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| 38 | 8.04 | Abutment & Pier caps | BI01010001010000000000000515BI0100001116 | 16.86 | Cum |
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| 39 | 8.05 | Dirt walls | BI01010001010000000000000515BI0100001117 | 14.64 | Cum |
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| 40 | 8.06 | Super structure | BI01010001010000000000000515BI0100001123 | 378.1 | Cum |
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| 41 | 8.07 | Approach Slab | BI01010001010000000000000515BI0100001114 | 17.71 | Cum |
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| 42 | 9 | Cement concrete with M-15+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 & other taxes 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). | BI01010001010000000000000515BI0100001115 | | |
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| 43 | 9.01 | (i) Bottom plugging | BI01010001010000000000000515BI0100001116 | 285.9 | Cum |
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| 44 | 10 | Cement concrete of M-15 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 & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | | |
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| 45 | 10.01 | (i) Top plugging | BI01010001010000000000000515BI0100001123 | 95.3 | Cum |
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| 46 | 11 | 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 wherever necessary 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 & all taxes 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. | BI01010001010000000000000515BI0100001114 | 504 | Qtl |
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| 47 | 12 | Supply of HYSD bars confirming to gradeFe-500 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) | BI01010001010000000000000515BI0100001115 | 1926 | Qtl |
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| 48 | 13 | 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 & taxes 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.) | BI01010001010000000000000515BI0100001116 | 2068.34 | Cum |
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| 49 | 14 | Supplying, fitting, fixing in position Neoprene 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 taxes 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) | BI01010001010000000000000515BI0100001117 | 307200 | Ccm |
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| 50 | 15 | Fixing anchor bars upto 28mm. dia to the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 377 | Nos |
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| 51 | 16 | Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect. | BI01010001010000000000000515BI0100001114 | 196.2 | Sqm |
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| 52 | 17 | Providing fitting & fixing strip seal expansion joints at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001115 | 39.75 | Rmt |
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| 53 | 18 | Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 56 | Nos |
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| 54 | 19 | Rough stone dry packing in aprons and revetments of desgned 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 and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 761.67 | Cum |
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| 55 | 20 | Providing granular sub-base using gravel having CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001115 | 846 | Cum |
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| 56 | 21 | 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 & taxes of etc. complete. | BI01010001010000000000000515BI0100001116 | 24 | Nos |
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| 57 | 22 | Back filling behind abutment, wing wall & return wall with hard granite boulder grouted with sand including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 481.43 | Cum |
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| 58 | 23 | Earth work in all kinds of soil from approved borrow areas including all leads & lifts & carriage with manual means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 1896.93 | Cum |
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| 59 | 24 | Construction of embankment in all kinds of soil from approved borrow areas including all leads & lifts & carriage with mechanical means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 4426.18 | Cum |
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| 60 | 25 | Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms, disposal of stuff including all labours, T&P articles as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001115 | 3500 | Sqm |
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| 61 | 26 | Gravel backing to revetments & slopes of road embankment with good latrite moorum from stacks stacked at work site or at approved stacking yard with cost, conveyance, royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respects & as directed by the Engineer in Charge. | BI01010001010000000000000515BI0100001116 | 180 | Cum |
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| 62 | 27 | Laying & fixing in position RCC span pipes of following size (NP3) with collars or enclosing the joints with cement concrete(1:2:4) including cost of hume pipes, all labour T&P etc. & conveying the hume pipes from the approved stacking yard at road side with all leads & lifts etc. complete, including cost, carriage & all taxes of concrete pipes as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | | |
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| 63 | 27.01 | (i) 1000mm dia HP | BI01010001010000000000000515BI0100001123 | 30 | Rmt |
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| 64 | 28 | Providing 75mm. compacting thickness metalling with following size of metal including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks,filling the interstics spreading the same over the metalled surface in required quantities watering,including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles excluding the cost of metal & moorum required for the work etc. complete as per specification & direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001114 | | |
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| 65 | 28.01 | IRC Grade-II | BI01010001010000000000000515BI0100001115 | 210.38 | Cum |
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| 66 | 28.02 | IRC Grade-III | BI01010001010000000000000515BI0100001116 | 210.38 | Cum |
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| 67 | 29 | Providing bituminous Tack Coat using bitumen emulsion (Rs-1) @ 0.40kg/ 10 Sqm area over the metalled surface including clearing of surface with all cost,carriage, royality of all materials , hire & running charges of mechinaries, T & P etc complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501. | BI01010001010000000000000515BI0100001117 | 2805 | Sqm |
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| 68 | 30 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/70 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials, hire & running charges of mechinaries , T &P etc complete and as per direction of the Engineer -in- charge. | BI01010001010000000000000515BI0100001114 | 2805 | Sqm |
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| 69 | 31 | Providing & applying premix seal coat using 0.06 cum of 6mm. Size chips & down graded as per sieve analysis & 6.8 kg. of bitumen for 10sqm area including hire & running charges of mechinaries , labour, T&P required for the work as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001115 | 2805 | Sqm |
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| 70 | 32 | Fine dressing & turfing to the slopes of the embankment with compacted dub grass with all leads & lifts as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | 1960 | Sqm |
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| 71 | 33 | Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size and down graded hand broken granite metal of approved quality from approved quarry as per specification and direction of the Engineer-in-charge including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete. | BI01010001010000000000000515BI0100001117 | 55.14 | Cum |
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| 72 | 34 | Providing weep holes in Brick masonary/Plain/Reinforced concrete abutment ,wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce complete in all respects as per specification & direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 335.6 | Rmt |
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