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| 1 | Road Work |
| 2 | Earth work in cutting or in embankmerit in ordinary soil (foam, clay or sand) excavated to be done in the form of regular pits not exceeding 50m depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to levels and slope and also including 1 50m litt and 30m lead. The cath from cutting to be used in making embankment or to be depmused as spoil banks walon om det as per direction of EL SOR/23 |
| 3 | Cartage of earth up to 5 km distance including loading unloading all complete. |
| 4 | Machanical compaction of exevated road surfacet DSR 16.1/2023) |
| 5 | Sand filling in road portion including supply of all material & Labour T&P compete In all respect. |
| 6 | 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 rotavater at OMC and compacting with vibratory 6 roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 7 | Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mis 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 archive the desired density. Morth 406. PSR |
| 8 | Providing and applying Tack coat with bitumen emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503. PSR |
| 9 | Providing and applying priming coat with bitumen emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spraying emulsion a 0.75 KG per sqm, using mechanical means MORTH 502. PSR |
| 10 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder # 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect MORTH 504 PSR |
| 11 | Providing and laying semi dense bituminous concrete with 100-120 ГРН type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder 5% of CRMB55 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 508 PSR. |
| 12 | INTERLOCKING ROAD |
| 13 | Earth work in cutting or in embankment in ordinary soil tloam, clay or sand) excavated to be done in the form of regular pits not exceeding 0.50m depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to levels and slope and also including 1.50m lift and 30m lead The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m dist as per direction of E1 SOR/23 |
| 14 | 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 rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 15 | Providing and laying of 80 mm. Thick C.C. pre rubber moulded Inter locking paver tiles including 40 mm thick fine sand bed with over granular sub base (GSB) and compacted base of but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour. T&P 15 ete required for proper completion of work. |
| 16 | RCC Drain work |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (PWD SOR 2023-24 SUNo-1(2.8.1) Ch-4 |
| 18 | Providing and laying in cement concrete in 8:4:1 (stone ballast 8 (40 mm nominal size): 4 approved coarse sand I cernent and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SL.No-1/4.1.8) Ch-5 |
| 19 | RCC work with cement approved coarse sand and 2cm (3/4\")gauge approved stone ballast in the proportion 1:1:3 (1 cement: 4% aggregates) in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary 19 centering & shuttering excluding supply of reinforcement and complete. |
| 20 | Centering and shuttering including strutting, propping ete, and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses.plinth and string course ete. Suspended floors, roofs, landing, balconies and access platform. |
| 21 | Steel reinforcement for RCC work including straightening, cutting, bending. placing in position and binding all complete upto plinth level, Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 22 | Cement concrete flooring 1:2:4 (1 cement 2 coarse sand I graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps ete complete. 40 mm thick with 20 mm nominal size stone aggregate. (PWD SOR 2023-24 SL.No-1/4.1.3) Ch-5 |
| 23 | KC Drain work |
| 24 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed. within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.(PWD SOR 2023-24 SL.No-1/(2.8.1)) Ch-4 |
| 25 | Providing and laying in cement concrete in 8:4:1 (stone ballast 8 (40 mm nominal size) 4 approved coarse sand I cement and curing complete. including cost of formwork in foundation and floors. 31 (PWD SOR 2023-24 SL No-1/4.1.8) Ch-5 |
| 26 | Class-150 brick work 1:4 (1 cement: 4 coarse sand) in Foundation & Plinth including supply of all material, labour, T&P etc. required for proper 32 completion of work. (PWD SOR 2023-24 S.I No. 1/6.1.1) Ch-6 |
| 27 | 15 mm cement plaster on rough side of single or half brick wall finished with afloating coat of neat cement of mix:33 1:4 (1 cement: 4 fine sand) (PWD SOR 2023-24 SL.No-5/13.8.2) Ch-13 |
| 28 | Cement concrete flooring 1:2:4 (1 cement 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc complete 40 mm thick with 20 mm nominal size stone aggregate (PWD SOM 2023-24 51 No-1/413)Ch-5 |
| 29 | Sewer Line |
| 30 | Earthwork Excavation in foundation etc in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in- charge with lead of 50 m (PWD SI No-2.8.1) |
| 31 | (a) 0.00-1.50 m Below GL |
| 32 | Casting of credle cement concrete 4 cm gauge approved stone ballast cour sand & cement in proportion of 4:2:1 including supply of all material labour T & Pete required for proper completion of work for saddle pillar (St No-4.1.3 SOR 2024-25 |
| 33 | Supply & stacking Carting laying & Jointing of following dia (NP-2) R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yam soaked in cement and jointing with 12 cement mortar in coarse sand including excavation of zarth below invert level of pipe cost of all jointing materials, testing etc complete hut excluding excavation and refilling of trenches from ground level to the required level. |
| 34 | 250 mm dia N.P-2 |
| 35 | Construction of 1.00 x120x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & half brick work thick in 14 cement & coarse sand mortar 12 min thick cement plaster in 14 cement & coarse sand mortar & with neat cement finish including 18 mos square M.S bar foot rest embedded with 121 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:15:3 cement, course sand and 2 cm gauge stone grit with including ferro cement seat and ferro cement cover floor with 1:24 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the scat) PSR |
| 36 | Construction of 0.60 x0.60x1.50m internal size connecting chamber as per standard design and specification of KDA & including 15 cm thick cement concrete 14:8 base & channel, brick work 23 cm thick brick work thick in 14 cement de coarse sand mortar 12 mm thick cement plater in 14 cement & coarse sand mortar & with neat cement finish including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) PSR |
| 37 | Addition/subtraction of Masonry shaft 1.00X1.20m size as per slandered design & specification of KDA having one and half B/W in 14 cement & coarse sand mortar 12 mm thick cement plaster in 14 cement & coarse sand mortar with neat cement finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm centre to centre all complete as per of Engineer in charge of work. PSR |
| 38 | Addition/subtraction of Masonry shall 0.60 x 0.60 mtr. size as per slandered design & specification of KDA having one brick work in 1:4 cement & coarse sand 12 mm thick plaster in 14 cement & coarse sand mortar with neat finished & including 18 mm square MS bar foot rest embedded with 124 cement concrete at 23em centre to centre all complete as per of Engineer in charge of work PSR |
| 39 | Supply & stacking laying jointing of 150 MM dia ISI Marked class NP-2 IRCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. PSR |
| 40 | Water Main |
| 41 | Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Engineer- in-charge with 47 lead of 50 m. (PWD SI No-251) |
| 42 | Providing and laying of following dia Ductile Iron Pipe K-7 with Carting. |
| 43 | 100 mm dia |
| 44 | Supply & Stacking Carting & fixing CID joint over AC presure pipe or special at site as per direction of Engg. in Charge of work all complete DSR 50 2023 SL.No.18.31 |
| 45 | 100 mm dia |
| 46 | Supply, stacking and fixing of DI specials suitable different dia of class 10 AC pressure pipe at site of work. DSR 2023 SI.No 18.68 |
| 47 | Supply/fixing of Air valve of app. Type ISI approved at site/store. |
| 48 | Supply and fixing of following size sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1 |
| 49 | 100 mm dia |
| 50 | Construction of 1.00 x1.20x1.20m internal size sluice valve, air valve and fire hydrant as per standard design and specification of KDA & including 15 cm thick cement concrete 1:4:8 base & channel, brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish with 15 cm thick RCC.cover complete as per of Engineer in charge of work. |
| 51 | (a) 1.00x1.20x1.20 m (Sanction Rate) |
| 52 | Providing push-on-joints to Centrifully (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket. |
| 53 | 100 mm dia as per D.S.R. S.I. No. 18.70.1 Please Enable Macros to View BoQ information |
