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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 meters: i. All kinds of soil : |
| 2 | ii. Ordinary Rock |
| 3 | Extra for additional lift of 1.5 mtr or part thereof in excavation/banking excavated or stacked material.i. In all kinds of soils. |
| 4 | ii. Ordinary or hard rock. |
| 5 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge.i. All kinds of soil : |
| 6 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 8 | Disposal of surplus excavated material by mechanical transport including loading, unloading & stacking. (Deductions on account of use of departmental men and machinary shall be as per actual).i. For an avg lead of 1km. |
| 9 | ii. For an avg lead of 2km. |
| 10 | iii. For an avg lead of 3km. |
| 11 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):i. Depth not exceeding 1.5 m. |
| 12 | ii. Depth exceeding 1.5 m but not exceeding 3 m |
| 13 | iii. Depth exceeding 3 m but not exceeding 4.50 m |
| 14 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge: i. 1:3:6 or richer mix (i/c equivalent design mix). (Subject to actual quantities during execution). |
| 15 | ii. 1:4:8 or leaner mix (i/c equivalent design mix). |
| 16 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 17 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge In cement mortar. |
| 18 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar. |
| 19 | Supply and Filling of trenches by GSB / Nallah Muck from approved source including all carriages upto actual site of work. The material shall be natural having durable particles graded from fine to coarse in a uniform combination with no boulders larger than 80mm in size. It shall not contain excessive quantity of loam. The item including ramming, consolidation in layers, charges of T&P, equipment’s etc. required for completion of job. |
| 20 | Supply and filling of 2nd class sand / stone dust around pipes at different spots including cost of material i.e. stone dust from available approved source including all carriages, leads and lifts upto the site of work including spreading of stone dust, levelling dressing and watering including compaction after each 15cms thickness in all respects. Complete Job. (Subject to actual quantities during execution). |
| 21 | Providing and laying of dry stone soling in foundation/trenches hand packed and consolidated by hand ramming including all carriages upto site of work saddle/anchor/thrust blocks. (Subject to actual quantities during execution). |
| 22 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: i. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 23 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: i. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 24 | Providing and laying in position reinforced cement concrete 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size crushed stone agg) excld. the cost of centering, shuttering and reinforced steel.) upto plinth level for saddle/anchor/thrust blocks. (Subject to actual quantities during execution). |
| 25 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing i. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 26 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centring shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 27 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 28 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 29 | Centring and shuttering including strutting, propping etc. and removal of form for: i. Foundations, footings, bases of columns etc. for mass concrete. |
| 30 | ii. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 31 | iii. Suspended floors, roofs, landings, balconies and access platforms. |
| 32 | iv. Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 33 | v. Columns, pillars, piers, abutments, posts and struts. |
| 34 | vi. Stairs (excluding landings) except spiral staircases. |
| 35 | Steel reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete (upto and above plinth level. Thermo-Mechanically Treated bars of grade. |
| 36 | Dismantling of 1200mm dia PSC pipe excluding excavation & refilling trenches after taking out pipe manually / mechanically by breaking into pieces, stacking of pieces within a specified lead as per the directions of Engineer -in-Charge including cutting of damaged ends & preparing the same for refitting including heating & lighting arrangements. (Deductions on account of use of departmental men and machinery shall be as per actual). |
| 37 | Removing of MS Step Collar at leakage spot by way of engaging fitters/ labours including lighting & heating arrangements. Complete Job.(Deductions on account of use of departmental men and machinery shall be as per actual). |
| 38 | Providing, fixing of MS Step Collars, Clips, Bends etc. of suitable degrees/size to be fabricated out of MS plate as per the requirement of site. This item excluding cost of lead, spun yarn & lead caulking, lead beating with insertion of spun yarn etc. The fittings should be leak proof & should be painted with anticorrosive red oxide primer & bituminous paint & including all carriages, leads & lifts, etc. complete. The work is to be conducted in harsh & cold nights also. (Deductions on account of use of departmental men and machinery shall be as per actual)a. Welded |
| 39 | b. Riveted and botted |
| 40 | Providing & fixing of 1200mm dia MS Pipe 18mm thk i.e. 2 No. End pieces & 1 No. Central piece in proper position with the help of tightening jacks,etc. complete including cutting to size & tailoring of gap piece to required size including grinding of two end pieces. Job includes setting right of minor ovalities in the end pieces for 750/700/500/450/350/300/200/ 150mm dia CI/DI pipe. |
| 41 | welding of MS Barrel pieces of 1200mm dia pipe inside & outside in multiple layers to make leak proof joint & suitable to resist 10kg/cm² including the cost of welding rods, usage of generator & other machines, etc. with all sorts of carriage charges upto the site of work. Complete. |
| 42 | Arresting of leakages in 1200/750/700/500/450/300/200/150 mm dia pipelines by way of providing, making & fixing of deodar wooden wedge shaped pegs made out of logs including all carriages complete. This job includes engagement of fitters/carpenters/labours,etc involved for rectification of leakage including heating & lighting arrangement. (Deductions on account of use of departmental men and machinery shall be as per actual).i. 1200mm dia PSC Pipe |
| 43 | ii. 750/ 700mm dia CI/DI Pipe |
| 44 | iii. 500/ 450mm dia CI/DI Pipe |
| 45 | iv. 350/ 300mm dia CI/DI Pipe |
| 46 | v. 200/ 150mm dia CI/DI Pipe |
| 47 | Applying high bond strength water proofing adhesive on the joints to make it leakage proof including the cost of water proofing compound & incl all carriage charges. (Deductions on account of use of departmental men and machinery shall be as per actual).i. 1200mm dia PSC Pipe |
| 48 | ii. 750/ 700mm dia CI/DI Pipe |
| 49 | iii. 500/ 450mm dia CI/DI Pipe |
| 50 | iv. 350/ 300mm dia CI/DI Pipe |
| 51 | v. 200/ 150mm dia CI/DI Pipe |
| 52 | Applying white cement on the joints to make it leakage proof including the cost of white cement & incl all carriage charges. (Deductions on account of use of departmental men and machinery shall be as per actual).i. 1200mm dia PSC Pipe |
| 53 | ii. 750/ 700mm dia CI/DI Pipe |
| 54 | iii. 500/ 450mm dia CI/DI Pipe |
| 55 | iv. 350/ 300mm dia CI/DI Pipe |
| 56 | v. 200/ 150mm dia CI/DI Pipe |
| 57 | Repairs/rethreading/replacement of sluice rod and providing of new check nut made of gun metal and replacement of worn out parts by new ones if required at site incl. all complete . The entire assembly is to be re-fixed in its original position after carrying out necessary repairs. The job includes all carriages of materials, tools and plants and shall be paid in fitted and fixed form after testing on full water load and successful commissioning. Complete job. (Deductions on account of use of departmental men and machinery shall be as per actual).i. 900mm dia Sluice Valve |
| 58 | ii. 600mm dia Sluice Valve |
| 59 | iii. 500/450 mm dia Sluice Valve |
| 60 | iv. 350/300 mm dia Sluice Valve |
| 61 | v. 200/150 mm dia Sluice Valve |
| 62 | Welding of pipe / pipe fittings by way of engaging generator, welding set including all types of carriage involved. (Complete Job) (Subject to actual quantities during execution). |
| 63 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead |
| 64 | Structural steel work in built up sections for angles, channels, girders, gusset plates etc, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (welded or bolted). This item includes all carriages, charges of welder, equipments and machinery up to site for completion of job. (Subject to actual quantities during execution). |
| 65 | Replacement of old worn out/damaged manually operated winches machines for M.S. Gates with new ones as per the directions of engineer incharge. This item includes cost of providing and fixing of new winches including fitting and all carriages up to site complete job. (Subject to actual quantities during execution). |
| 66 | Repairs to manually operated winch gates, trash guards by means of replacement of channels , M.S. Gates, Bearings including dismantling and refixing of the same as per the directions of engineer incharge. (Subject to actual quantities during execution). |
| 67 | Bearings of the gates including greasing of the bearing and gear cable |
| 68 | Providing and fixing of M.S flanges made out of 10/14mm thick M.S plate including cost of nuts, bolts, R.I. Cloth, Rubber washers and cutting and threading. The item also includes welding charges (if required) and all types of carriage upto site of work.I. 80 mm dia |
| 69 | II. 100 mm dia |
| 70 | III. 150 mm dia |
| 71 | IV. 200 mm dia |
| 72 | V. 250 mm dia |
| 73 | VI. 300 mm dia |
| 74 | VII. 400 mm dia |
| 75 | VIII. 450 mm dia |
| 76 | IX. 500 mm dia |
| 77 | X. 600 mm dia |
| 78 | XI. 700 mm dia |
| 79 | XII. 750 mm dia |
| 80 | XIII. 800 mm dia |
| 81 | Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead. (Subject to actual quantities during execution).A. 100 mm dia. pipe |
| 82 | B. 125 mm dia. pipe |
| 83 | C. 150 mm dia. pipe |
| 84 | D. 200 mm dia. pipe |
| 85 | E. 250 mm dia. pipe |
| 86 | F. 300 mm dia. pipe |
| 87 | G. 350 mm dia. pipe |
| 88 | H. 400 mm dia. Pipe |
| 89 | I. 450 mm dia. pipe |
| 90 | J. 500 mm dia. pipe |
| 91 | K. 600 mm dia. Pipe |
| 92 | L. 700 mm dia. Pipe |
| 93 | M. 750 mm dia. Pipe |
| 94 | N. 800 mm dia. Pipe |
| 95 | O. 900 mm dia. Pipe |
| 96 | Supply of fitter / labours. i. Fitter |
| 97 | ii. Asstt. Fitter |
| 98 | iii. Labour |
| 99 | Supply of lead, spun Yarn, Fire Wood Kerosene including all carriages upto site of work.i. Lead |
| 100 | ii. Spun Yarn |
| 101 | iii. Fire Wood |
| 102 | iv. Kerosene |
| 103 | v. R. I Cloth |
| 104 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe). |
| 105 | Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. (excluding cost of specials). |
| 106 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. (Subject to actual quantities during execution).I. 100 mm dia pipes |
| 107 | II. 150 mm dia pipes |
| 108 | III. 200 mm dia pipes |
| 109 | IV. 250 mm dia pipes |
| 110 | V. 300 mm dia pipes |
| 111 | VI. 350 mm dia pipes |
| 112 | VII. 400 mm dia pipes |
| 113 | VIII. 450 mm dia pipes |
| 114 | IX. 500 mm dia pipes |
| 115 | X. 600 mm dia pipes |
| 116 | XI. 650 mm dia pipes |
| 117 | XII. 700 mm dia pipes |
| 118 | XIII. 800 mm dia pipes |
| 119 | XIV. 900 mm dia pipes |
| 120 | XV. 1000 mm dia pipes |
| 121 | Carriage of pipes/sluice valves from divisional store to site and any leftover/retrieved pipes/ sluice valves or any other departmental material from site to divisional store including loading, unloading, stacking etc. |
| 122 | Carriage of earth from source to dumping site of work including loading, unloading and stacking etc. complete by mechanical transport.a. Earth avg. lead upto 1Kms |
| 123 | b. Earth avg. lead upto 2Kms |
| 124 | c. Earth avg. lead upto 3Kms |
| 125 | d. Earth avg. lead upto 4Kms |
| 126 | e. Earth avg. lead upto 5Kms |
| 127 | f. Earth avg. lead upto 5Kms upto 10Kms (per Km) |
| 128 | g. Earth avg. lead upto 10Kms upto 20Kms (per Km) |
| 129 | h. Earth avg. lead upto 20Kms upto 10Kms (per additional Km) |
| 130 | Carriage of material from divisional store upto dumping site of work including loading, unloading and stacking etc. complete by mechanical transport.a. Cement & Steel, GI/CI Pipe avg. lead upto 1Kms. |
| 131 | b. Cement & Steel, GI/CI Pipe avg. lead upto 2Kms. |
| 132 | c. Cement & Steel, GI/CI Pipe avg. lead upto 3Kms. |
| 133 | d. Cement & Steel, GI/CI Pipe avg. lead upto 4Kms. |
| 134 | e. Cement & Steel, GI/CI Pipe avg. lead upto 5Kms. |
| 135 | f. Cement & Steel, GI/CI Pipe beyond 5Kms upto 10Kms (per Km). |
| 136 | g. Cement & Steel, GI/CI Pipe beyond 10Kms upto 20Kms (per Km) |
| 137 | h. Cement & Steel, GI/CI Pipe beyond 20Kms |
| 138 | Carriage of material from different sources upto dumping site of work including loading, unloading and stacking etc. complete by mechanical transport.a. Sand and Agg., 20 mm av. lead upto 1Kms |
| 139 | b. Sand and Agg., 20 mm av. lead upto 2Kms |
| 140 | c. Sand and Agg., 20 mm av. lead upto 3Kms |
| 141 | d. Sand and Agg., 20 mm av. lead upto 4Kms |
| 142 | e. Sand and Agg., 20 mm av. lead upto 5Kms |
| 143 | f. Sand and Agg., 20 mm beyond 5Kms upto 10Kms. (Per Km). |
| 144 | g. Sand and Agg., 20 mm beyond 10Kms upto 20Kms. (Per Km). |
| 145 | h. Sand and Agg., 20 mm av. lead upto 20Kms |
| 146 | i. 40 mm Agg., lead upto 1Km. |
| 147 | j. 40 mm Agg., lead upto 2Km. |
| 148 | k. 40 mm Agg., lead upto 3Km. |
| 149 | l. 40 mm Agg., lead upto 4Km. |
| 150 | m. 40 mm Agg., lead upto 5Km. |
| 151 | n. 40 mm Agg., av. lead beyond 5Kms upto 10Kms (per Km). |
| 152 | o. 40 mm Agg., av. lead beyond 10Kms upto 20Kms (per Km). |
| 153 | p. 40 mm Agg., av. lead beyond 20Kms (per Km). |
| 154 | q. Stone soling av. lead upto 1Kms |
| 155 | r. Stone soling av. lead upto 2Kms |
| 156 | s. Stone soling av. lead upto 3 Kms |
| 157 | t. Stone soling av. lead upto 4Kms |
| 158 | u. Stone soling av. lead upto 5Kms |
| 159 | v. Stone soling av. lead beyond 5Kms upto 10Kms (per Km) |
| 160 | w. Stone soling av. lead beyond 10Kms upto 20Kms (per Km). |
| 161 | x. Stone soling av. lead beyond 20Kms (per Km) |
| 162 | Carriage of material from dumping site to actual site of work, including loading, unloading and stacking etc. complete by manual labour.a. Cement for an Avg. lead upto 50m |
| 163 | b. Cement for an every additional lead of 50m or part thereof beyond Ist 50m |
| 164 | c. Steel for an Avg. lead upto 50m |
| 165 | d. Steel for an every additional lead of 50m or part thereof beyond Ist 50m |
| 166 | e. Pipe for an Avg. lead upto 50m |
| 167 | f. Pipe for an every additional lead of 50m or part thereof beyond Ist 50m |
| 168 | g. Soling for an Avg. lead upto 50m |
| 169 | h. Soling for an every additional lead of 50m or part thereof beyond Ist 50m |
| 170 | i. Sand and Agg. 20mm for an Avg. lead upto 50m |
| 171 | j. Sand and Agg. 20mm for an Avg. lead upto 50m or part thereof beyond Ist 50m. |
| 172 | k. 40mm Agg. for an avg. lead of 50m or part therefore of beyond Ist 50m. |
| 173 | l. 40mm Agg. for every additional lead of 50m or part therefore of beyond Ist 50m. |
| 174 | Hire charges of concrete breaker including all carriages to and fro from shop to site. |
| 175 | Supply and fixing of Air Valve (VAG make) PN-10/ Talis/ Sigma flow or equivalent. |
| 176 | Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement: 2 fine sand) in S.C.I/ C.I pipes 1200mm/700 mm |
| 177 | Supply of A4 size photocopy |
| 178 | Supply and delivery of high quality black and white colour photo copy prints on A4 size (80GSM) as per specifications including trimming tracking punching-out holes and spiral binding after every 100 pages Please Enable Macros to View BoQ information |
