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| 1 | Road Work Part- A |
| 2 | Sand filling in road portion including supply of all material & Labour T&P compete In all respect. (Ch-1 2.27) |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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 |
| 8 | 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 |
| 9 | Providing and laying of 80 mm.Thick C.C. pre rubber moulded Inter locking paver tiles including 40mm thick fine sand bed with over granular sub base (GSB) and compacted base of WMM but including c.c. work in side of interlocking tiles for proper slope and camber including cost of all material, labour, T&P etc. required for proper completion of work. Ch No- 26/Sno-22/ SOR 2023-24 |
| 10 | 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 Ch No- 6/Sno-1/6.1.1/ SOR 2023-24 |
| 11 | Drain Work Part-B |
| 12 | 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 . Ch No- 4/Sno-2.6.1(b)/ SOR 2023-24 |
| 13 | 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. Ch No- 5/4.1.8/ 2023-24 |
| 14 | 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)excluding the cost of 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. |
| 15 | RAFT Ch No- 5/5.1.2/ SOR 2023-24 |
| 16 | WALL Ch No- 5/5.2.2/ SOR 2023-24 |
| 17 | SLABCh No- 5/5.3/ SOR 2023-24 |
| 18 | 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. Ch No- 5/5.22.6/ SOR 2023-24 |
| 19 | centering & shuttering including Stru proppire etc. |
| 20 | A) founation and footingCh No- 5/5.9.1/ SOR 2023-24 |
| 21 | B) Wall Ch No- 5/5.9.2/ SOR 2023-24 |
| 22 | C) SlabCh No- 5/5.9.3/ SOR 2023-24 |
| 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, excluding cost of formwork in foundation and floors. Ch No- 5/4.1.3/ SOR 2023-24 |
| 24 | Laying of sewer line Part-C |
| 25 | Excavation for depth upto 1.5 m below ground level for laying sewers, manholes, gully pits chambers sumps etc in ordinary soil (earth sand , loam and clay) including dressing levelling, refilling of trenches in 20 cm. Layerswatering and ramming the same including removal of surplus earth of other dismantled material upto a distance of 50m from the centre of trenches. |
| 26 | Extra for every additional lift of 1.5 mtr. Or part thereof in excavation |
| 27 | Casting of credle cement concrete 4 cm gauge approved stone ballast coarse sand & cement in proportion of 1:2:4 including supply of all material labour T & P etc required for proper completion of work for saddle pillar. |
| 28 | Supply & stacking and 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/DSR 2023) |
| 29 | a:- 250 mm dia |
| 30 | b:- 450 mm dia |
| 31 | Construction of 1.00 x1.20x1.50m internal size manhole as per standard design and specification of KDA & including 10 cm thick cement concrete 1:4:8 base & channel, brick work one & halfbrick work thick in 1:4 cement & coarse sand mortar 15 mm thick cement plaster in 1:3 cement & coarse sand mortar & with neat cement finishing coat including 10/12 mm square M.S bar 100 mm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cmgauge stone grit 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) |
| 32 | 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 15 mmthick cement plaster in 1:3 cement & coarse sand mortar with neat cement finished coat all complete. as per of Engineer in charge of work. (analysis rate) |
| 33 | Water Main Part-D |
| 34 | 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 . Ch No- 4/2.6.1/2023-24 |
| 35 | Supply/fixing of Air valve of 100 mm dia app. Type ISI approved at site/store. (DSR 2023-24) item no. 18.59.3 |
| 36 | Supply and fixing of 100 mm dia sluice valve with C/L/jointing ISI approved double finaged confirming to IS 780/84 class PN-1 (DSR 2023) item no. 18.31.1.1 |
| 37 | Constructionbrick masonary manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with RCC top slab with 1:2:4 mix (1 cement : 1/2 coarse sand :3 graded stone aggregate 20mm nominal size), foundation concrete1:4:8 mix (1 cement : 4 coarse sand :8 graded stone aggregate 40mm nominal size), inside plastering 15 mmthick with cement mortar 1:3(1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design |
| 38 | (B) Inside size 1200x 1200mm and 1.0 meter deep including C.I. Cover frame. Ch No-25/19.7.2/ 2023-24 |
| 39 | Supply,Laying ,Jointing ,testing and commissioning of ISI marked H.P.D.E. pipes (PE 80)as per IS:4984,including transportation upto the site, jointing by Butt welding, providing and fixing all fittings i.e. bends, tees, couplers, junctions tapers reducers, adopters, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects. The fittings shall have the pressure rating of 1.5 times of the pipe upto 110 mm dia pipe will be suppplied in coils only. The testing of pipe will have to be done at 1.5 times of the pipe rating for 2 hours. (The excavatin will be under seperate item ) ( Make : Relince/ Duraline/ Supreme/ Jain ) ( PN6) |
