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| 1 | Road Work |
| 2 | Dismentling of flexible pavement and disposal of dismantle material up to a lead of 100 meter, stacking sevicable and unseviceable materials separately. |
| 3 | Earthwork: insurface excavation not exceeding30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m , as directed by Engineer- in- charge:2.1.1 all kind of soil.0.30 m & above . (Chapter -4 PWDSOR-2022-23 SI No-2.6 (2.6.1) |
| 4 | Sand filling in road portion including supply of all material & Labour T&P compete In all respect. (Chapter-PWD SOR 2022-23 SI no-2.25) |
| 5 | 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. |
| 6 | Supply ofI shaped precastinter locking tiles of thicknass 60 to 100mm(compressive strengthnot less than 30 Mpa and weight 4.50kg) including 25mm thick local sand base leveling and dressing of surface to required level and slope. filling joints with local sand all complete . 80mm thick Rubber molded. |
| 7 | 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 archive the desired density. Morth 406. |
| 8 | Providing and applying priming coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying VG-10 @ 0.75 KG per sqm. using mechanical means . MORTH502. ( S.R ) |
| 9 | Providing and applying Tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH503.( S.R ) |
| 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 |
| 11 | Providing and laying semi dense bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of CRMB - 55 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 |
| 12 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR-2021 ( 16.62 ) |
| 13 | Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 (20 mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, excluding cost of formwork in foundation and floors. |
| 14 | Cartage of earth up to 1 km distance including loading unloading all complete. |
| 15 | DRAIN WORK |
| 16 | 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-251) |
| 17 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 4.1.8) |
| 18 | RCC work with cement approved coarse sand and 2cm (3/4\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates)in slab including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (analysis rate) |
| 19 | RAFT |
| 20 | WALL |
| 21 | SLAB |
| 22 | Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. (PWD S.I No- 504) |
| 23 | Providing and laying in cement concrete in 1:2:4 ( stone ballast 4 (20 mm nominal size) : 2 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 279 a) |
| 24 | PARK WORK |
| 25 | 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-251) |
| 26 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD S.I No- 281) |
| 27 | 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 completion of work . (PWD S.I No. 305) SOR 2022 |
| 28 | RCC work with cement approved coarse sand and 2cm (3/4\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in lighter beams having span upto 6m including bending of reinforcement and binding with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. |
| 29 | Mild steel (Tor steel or plain) in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply in all complete. (PWD S.I No- 504) |
| 30 | Same as item no 13 above but brick work in 1:4 cement & Coarse sand in super structure for wall thickness 12 cm and below all complete. (PWD S.I No. 305+309) |
| 31 | 12 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finishedeven and smooth.(PWD SI.No-17.58) |
| 32 | 15 mm thick plaster with cement and Coarse sand of 2.25 F.M. mortar 1:4 in single coat on fair side of single or half brick wall surface including internal rounded angles, chamfers no exceeding 80 mm in girth and finishedeven and smooth.(PWD SI.No-17.58) SOR 2022 |
| 33 | Mild Steel or Iron Work of small Size and sections such as holding down bolts,holdfast,tie rods,grating,etc( when not included in an overall rates ) wrought to required shape as necessary for bending etc including supply of steel and its wastage including cost of bolts,nuts if required for and welding,grinding and making holes as required for completion of work S.I.No 602 (ii) SOR 2020 |
| 34 | Finishing walls withpremium Acrylic Smooth exterior paintwith cilicone additive of required shade :13.46.1New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) DSR/16/13.46.1 with BIRLA PUTTY ONE COAT(92.3+82.83) |
| 35 | Painting two coat over priming coaton iron works in small areas or new wood workwith one coat of ready mixpriming paint and two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all material Labour & T&P etc. required for proper complete of work paint to be used should confirm to the ISI no 1031950. (PWD SI.No-641+19.29+642/15.1.2 ) |
| 36 | Laying of sewer line |
| 37 | 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-251) |
| 38 | (a) 0.00-1.50 m Below GL |
| 39 | Casting of credle cement concrete 4 cm gauge approved stone ballast coarse sand & cement in proportion of 4:2:1 including supply of all material labour T & P etc required for proper completion of work for saddle pillar. (SI No-281)SOR 2020 |
| 40 | A 0.0 -1.50 M Below G L |
| 41 | Supply & stacking of ISI Marked classRCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. (analysis rate) |
| 42 | 250 mm diaN.P -2 |
| 43 | 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 yarn soaked in cement and jointing with 1:2 cementmortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc complete but excluding excavation and refilling of trenches from ground level to the required level . (analysis rate) |
| 44 | 250 mm dia 0-1.50m Below G.L |
| 45 | Construction of 1.00 x1.20x1.50m 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 & halfbrick 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 including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cmgauge stone grit 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) (analysis rate) |
| 46 | 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 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 including 18 mm square M.S 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) (analysis rate) |
| 47 | Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design &specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mmthick cement plaster in 1:4 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. (analysis rate) |
| 48 | Addition / subtraction of Masonry shaft 0.60 x 0.60 mtr. size as per slandereddesign &specification of KDA having one brick work in 1:4 cement & coarse sand 12 mm thick plaster in 1:4 cement & coarse sand mortar with neat 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. (analysis rate) |
| 49 | Installation of5 HP Diesel pump set for Dewatering including hire charges of pump and operator , fuel etc |
| 50 | Supply & stacking of150MM dia ISI Marked class N.P -2 RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. (analysis rate) |
| 51 | Carting laying & Jointing of 150mm 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 yarn soaked in cement and jointing with 1:2 cementmortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials , testing etc complete but excluding excavation and refilling of trenches from ground level to the required level . (analysis rate) |
| 52 | Water Main Part-B |
| 53 | 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-251) |
| 54 | Providing and laying of following dia Ductile Iron Pipe K-7 with Carting |
| 55 | 100 mm dia |
| 56 | Supply & Stacking Carting & fixingCID joint over AC presure pipe or special at site as per direction of Engg. in Charge of work all complete DSR 18.31 |
| 57 | 100 mm dia |
| 58 | Supply, stacking and fixing of DI specials suitable different dia of class 10 AC pressure pipe at site of work.DSR No 18.68 2019 |
| 59 | S/F of ISI approved pillertype F.H with 65 mm brass outlet duck foot band 80 mm NBF/Socket Tail piea confirming of 908/75 light Duty |
| 60 | Supply/fixing of Air valve of app. Type ISI approved at site/store. |
| 61 | Supply and fixing of following size sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1 |
| 62 | (d) 100 mm dia |
| 63 | 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 thickRCC cover complete as per of Engineer in charge of work . (analysis rate) |
| 64 | (a)01.00x1.20x1.20 M |
| 65 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : |
| 66 | 100 mm dia as per D.S.R item no. 18.70.1 |
