|
| 1 | SCREENING CHAMBER AND PLANTING DRY BEDS : Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Hand-packing stones /Dumping stone in Horizontal on level (Soling bed at PDB) |
| 3 | Carriage of materials by MT 5 kms Lead |
| 4 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Carriage of coarse Sand/Coarse Agg by Mt for 20 km s lead |
| 6 | Carriage of Cement by MT lead 5 kms |
| 7 | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 8 | Carriage of coarse Sand/Coarse Agg by Mt for 20 km s lead |
| 9 | Carriage of Cement by MT lead 5 kms |
| 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | 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 centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Carriage of coarse Sand/Coarse Agg by Mt for 20 km s lead |
| 13 | Carriage of Cement by MT lead 5 kms |
| 14 | Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag of cement. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete(Thermo-Mechanically Treated bars of grade Fe-500D or more.)(at 80kg/cum) |
| 16 | carriage of steeel for 15 kms |
| 17 | Providing and constructing burnt brick masonry for basement and superstructure with approved quality of Non-modular bricks of standard size of class designation 3.5 Newtonper sqm with cement mortar 1:6 including cost of materials,labour charges,scaffolding,curing complete as per specifications. |
| 18 | carriage of Bricks by MT Lead 10 Kms |
| 19 | Cement Lead 5 kms |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 22 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 23 | Carriage of Sand for 20 KMs Lead |
| 24 | Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications. |
| 25 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 26 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 27 | 110 mm dia tees |
| 28 | 110mm nominal dia elbow |
| 29 | 110mm nominal dia end cap (LMR) |
| 30 | 160mm dia pipes for support (LMR) |
| 31 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. |
| 32 | 53 mm nominal size (AR) |
| 33 | 20 mm nominl size (AR) |
| 34 | 12 mm nominal size (AR) |
| 35 | Sand / Artificial Sand / Manufactured Sand (AR) |
| 36 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. |
| 37 | Percolate channel perforated slabs (870mm x 500mm x 75mm) AR |
| 38 | Integrated Settler & Anaerobic Filter : Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 39 | Hand-packing stones /Dumping stone in Horizontal on level |
| 40 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 41 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 42 | 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 centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 43 | Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag of cement. |
| 44 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 48 | Half brick masonry with common burnt clay (non-modular) bricks of class designation7.5 in foundations and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 49 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 50 | Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per |
| 51 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 52 | 110 mm dia |
| 53 | 160mm dia (AF pipes) |
| 54 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 55 | 110 mm dia tees |
| 56 | 110mm dia elbow |
| 57 | 160 mm dia tees |
| 58 | Providing and laying of Coarse Aggregate of 120mm-150mm size free from debris and dust, includes procuring,transporation and laying into the anaerobic filter as per instruction of Engineer-in-charge |
| 59 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. |
| 60 | Maintenance covers 600 mm x 600 mm x 75 mm |
| 61 | Perforated slabs 480 mm x 580mm x 75mm |
| 62 | Sand av lead 20 km |
| 63 | Aggregates av lead 20 km |
| 64 | Stones av lead 5 km |
| 65 | Bricks av lead 35 km |
| 66 | PLANTED GRAVEL FILTER :Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 67 | Hand-packing stones /Dumping stone in Horizontal on level (Soling Bed) |
| 68 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (PCC bed for PGF) |
| 69 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 70 | 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 centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 71 | Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag of cement. |
| 72 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 73 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 74 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 75 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 76 | Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications. |
| 77 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 78 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 79 | 110 mm dia tees |
| 80 | 110mm dia elbow |
| 81 | 110mm dia end cap |
| 82 | 110 mm dia perforated sampling pipe |
| 83 | 110mm dia perforated pipe |
| 84 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. |
| 85 | 120 mm nominal size (at Inlet & at center and outlet) |
| 86 | 20 mm nominl size |
| 87 | 20 mm nominl size |
| 88 | 12 mm nominal size |
| 89 | Carraige :Sand av lead 8 km |
| 90 | Aggregates av lead 8 km |
| 91 | Stones av lead 5 km |
| 92 | SOAK PIT : Earth work in Trench excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 93 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : |
| 94 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone :Quarry |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms. |
| 96 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 97 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level : Mild steel and medium tensile steel bars |
| 98 | Providing and fixing of PVC Prince pipe (Type \\"B\\") in proper gradient in excavated trenches including jointing and refilling the excavated material complete including cost of excavation and fittings: a) 110mm OD Pipe |
| 99 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality: HD - 20 : Circular shape 560mm internal diameter |
| 100 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 101 | Constructing SILT CHAMBER of Cement Concrete (square manhole) internal diamensions 600x600x750mm, inside cement plaster 12 mm thick with cement mortar 1:6 (1 cement : 6 coarse sand) finished with a floating coat of neat cement, foundation & wall concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) , all complete as per standard design with PVC Heavy Duty Lid with Frame 560mm x 560 mm inside fixed in Reinforced cement concrete top slab in 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of centering, shuttering, reinforcement of 10mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick all complete and carriage. |
| 102 | Carriage of material :a) Stone aggregate & Sand (Avg lead 12 Km) |
| 103 | B) Quary (Avg lead 12 Km) |
| 104 | Add provision for cost of headload photographs & Citizen Information Board. |
| 105 | INSPECTION CHAMBER :Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 106 | Filling available excavated earth 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. |
| 107 | Hand-packing stones /Dumping stone in Horizontal on level |
| 108 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 109 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 110 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 111 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 112 | Supplying/Casting and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position inall floors etc., complete complying with standard specification and(750mmx750mmx750mm) |
| 113 | Sand av lead 8 km |
| 114 | Aggregates av lead 8 km |
| 115 | Stones av lead 5 km |
| 116 | Bricks av lead 5 km |
| 117 | CHAINLINK FENCING : 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 metres: |
| 118 | Providing/Laying Stone soling hand packed on level in foundation trenches incl all carraiges of material. |
| 119 | Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10.5 using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level). |
| 120 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 121 | 12mm cement sand plaster in 1:6 mix. |
| 122 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 123 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. Made of G.I. wire of dia 4 mm and painting steel work with deluxe multi surface paint of required shade to give an even shade and Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture. |
| 124 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 125 | Carriage of materials from the approved sources to work site by mechanical transport. |
| 126 | Sand for an average lead of 20 Km. |
| 127 | Crusher Bajri for an average lead of 20 Km |
| 128 | Cement bags for an average lead of 5 Km |
| 129 | RAMP : Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: Carraige upto 5 kms |
| 130 | P/L of Granular sub-base (GSB) by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achievethe desired density, complete as per specifications and directions ofEngineer-in-Charge With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. and carriage mt 5 kms(Ramp) |
| 131 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 132 | carriage of sand/agg for 20kms lead |
| 133 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars |
| 134 | OTHER ITEMS : Stainless Steel Screen :Providing, fabricating,fixing of SS Screens using SS 304 bars, 20 mm spacing of 4 mm thick with handle (7.5kg) including cost of material, transportation, labour charges etc complete as per direction of Engineer in charge |
| 135 | CI COVER:Supplying and fixing of CI openable cover with frame and hinges, coat of epoxy coating including transportation, labour charges etc all complete. |
| 136 | PLANTS :Procuring and Planting rhizomes such as canna indica, water lily, vertiver, etc at an interval of 0.5 m including transportation & planting |
| 137 | 110mm nomial dia vent cowl premium with wire mesh |
| 138 | Photograph charges /SiGNBOARD APPROVED Please Enable Macros to View BoQ information |
