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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)DAR-18/15.2.1/P- |
| 3 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)DAR-18/15.2.2/P- |
| 4 | Demolishing dry brick/Tile petching in floors, drain etc.including stacking of serisable material and disposal of unservisable material within 50 mtr. |
| 5 | In mud mortarDAR-18/15.7.1/P- |
| 6 | Deduct cost of old bricks obtaine from dismentalled brick work |
| 7 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only. SOR/4.1.1 |
| 8 | Carriage of material by mechanical transport including loading unloading and stacking. Earthsor dsr/4.08/261b |
| 9 | Providing and fixing uPVC Pipe (6.0 Kg. per Sqcm pressure) Kisan/Supreme Quality or Equivalent) includes jointing of pipes & fittings with one step uPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. External work |
| 10 | Single socket pipes 110mm diametre. (DSR-18/12.41.2/SOR) |
| 11 | 90mm dia O.D. |
| 12 | 110mm dia O.D. |
| 13 | 160 mm dia O.D. |
| 14 | Providing and Fixing Sluice valve as per ISS 780 class PN 1 ISI mark including supply of jointing material such as bolts and nuts rubber insertion while lead testing etc complete (The tail piece will be paid seperately tapers etc if required will be paid seperately) |
| 15 | 100 mm diaDAR-18/18.31.1.2 |
| 16 | 150 mm diameter |
| 17 | Class IIDAR-18/18.31.3.2 |
| 18 | Providing and Fixing C.l. double action air valve of approved quality with bolt, nuts and rubber insertion etc. Complete (The tail Piece will be paid seperately tappers etc. If required will be paid seperately 80mm diaDAR-18/18.59.3 |
| 19 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1) cement: 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement 2 coarse sand: 4 graded stone aggregate 20mm nominal size ) i/c necessary excavation, foundation concrete 1:5:10 (1cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: |
| 20 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.DAR-18/18.33.1 |
| 21 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main: |
| 22 | 15 mm nominal boreDAR-18/18.20.1 |
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 24 | 15 mm nominal boreDAR-18/18.12.1 |
| 25 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) |
| 26 | 15 mm nominal boreDAR-18/18.46.1 |
| 27 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar including filling joints with Jamuna sand with common burnt clay non modular bricks.DAR-18/11.2/P- |
| 28 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. reqired for proper completion of the work. |
| 29 | As in item 279 above but in proportions of 8:4:1SOR-281 |
| 30 | Providing and laying 80 mm (grey coloured) interlocking concrete paver with 10% coloured paver as end when required as per size and shape required of M-30 grade pavement compressed in hydraulic press or vibro static machine on a prepared bed over a layers of sand 40 mm thick and vibro compacted with dry sand grouting and edges closed with cement powder sand finish. ( Coloured shall be decided by Engineer -in -charge) |
| 31 | AR/GNIDA |
| 32 | Case II PCC. Grade M20 using batching plant transit & manual placing |
| 33 | Morth-20/15.11/p-651DAR-18/4.1.2/P- |
| 34 | Supply and installation of required size steel pipe 8mm thick conforming to IS 3589 through trenchless excavation of thurst pit and receiving pit of required size and the excavation and filling back and compaction complete as per specifivcation for road crossing by auger boring method pipe will be installed at beyond three metre below the ground surface in downward required size |
| 35 | 200 mm dia MS pipe |
| 36 | Providing and Laying of centrifugally ductile iron pipes class K-7 comforming to IS 8329/2000 including jointing etc complete all aspects at around sports field including all taxes |
| 37 | 200 mm dia ductile iron class K-7 Pipe DSR-18/18.72.4(NSI) |
| 38 | Labour cess and GST will be paid extra as per govt. orders Please Enable Macros to View BoQ information |
