|
| 1 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :, All kinds of soil, Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 2 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)., Depth not exceeding 1.5 m. |
| 3 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)., Depth exceeding 1.5 m but not exceeding 3 m. |
| 4 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)., Depth exceeding 3 m but not exceeding 4.5 m. |
| 5 | Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured). |
| 6 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate) |
| 7 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required., In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :, Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :, Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 12 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 13 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 14 | Supply of all materials, labour and T&P and constructing circular manholes of following sizes as per type desing and drawing. MANHOLE -900 (0.0-1.5M DEPTHS) |
| 15 | Supply of all materials, labour and T&P and constructing circular manholes of following sizes as per type desing and drawing. (1200mm dia, 0.0-3.00m depths) |
| 16 | Supply of all materials, labour and T&P and constructing circular manholes of following sizes as per type desing and drawing. (1500mm dia, 0.00-4.50 m depths) |
| 17 | Supply of all materials, labour and T&P and constructing circular manholes of following sizes as per type desing and drawing (1500mm dia, 0.00-6.00 m depths) |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil |
| 19 | Banking excavated earth by mechanical / manual means 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 roiling 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 etc, lead upto 50 m and for all lift:, All kinds of soil |
| 20 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 21 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m. Transporting to site,spreading,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m as per technical specification clause 301.5 (Including Costing Of Earth) |
| 22 | construction of granular sub base by providing close graded material , spreading in uniform layers with motor grader on prepared surface . mixing by mix in place method with front and loader at OMC ,and compacting with vibratory roller to achieve the desired density , complete as per clause 401 |
| 23 | providing, laying ,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 and compacting with vibratory roller to achieve the desired density . |
| 24 | providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 25 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. |
| 26 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 27 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials., All kinds of soil. |
| 28 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x 2.00m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding / riveting. The panels shall be made so that gap of 50 cm above the ground is available making over all height as 2.50m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 29 | Providing and laying DWC (SN8) pipes conforms the IS 16098 (Part 2): 3013 Structured-Wall plastics piping systems for Non- Pressure drainage and sewerage –Specification including jointing with seal ring complete as per instruction of Engineer-in-charge.(150 mm Dia DWC (SN8) PIPES) |
| 30 | Providing and laying DWC (SN8) pipes conforms the IS 16098 (Part 2): 3013 Structured-Wall plastics piping systems for Non- Pressure drainage and sewerage –Specification including jointing with seal ring complete as per instruction of Engineer-in-charge. 250MM DIA DWC (SN8) PIPE |
| 31 | Addition or subtraction due to variation in shaft for following sizes of manholes. (900mm dia, 0.0-1.5m depths) |
| 32 | Addition or substraction due to variation in shaft for following sizes of manholes. (1200mm dia, 0.0-3.00m depths) |
| 33 | Addition or substraction due to variation in shaft for following sizes of manholes. (1500mm dia, 0.00-4.50 m depths) |
| 34 | Addition or substraction due to variation in shaft for following sizes of manholes. (1500mm dia, 0.00-6.00 m depths) |
| 35 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :, 150 mm diameter S.W. pipe |
| 36 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :, 250 mm diameter S.W. pipe |
| 37 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 38 | Providing and Fixing in weep holes 110 mm dia pipe P.V.C. Pipe Complete in all respect as per direction of E/I (PWD SOR-2020/Ch-Material Item No. 31) (Rs. 230+5% CP) |
| 39 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom Please Enable Macros to View BoQ information |
