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| 1 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing ofsides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond thedrawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 2 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing ofsides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond thedrawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Lime Concrete, cement concrete grade M-10 (1:5:10) and below |
| 4 | Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face areatimbered) for following depth below NGL.Depth upto 3.0 m |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Filling with locally available river sand at all levels including watering ramming consolidating and dressing complete including cost of sand. |
| 8 | Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint,(EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost andconveyance of water to site for testing) and commissioning etc complete as directed by Engineer. Note : E/w to be measured andpaid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in themanhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.315 mm Nominal Dia |
| 9 | Half brick masonry with FPS brick of class designation 75 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 10 | Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 70 mm thick. |
| 11 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:6 (1 cement : 6 fine/ coarse sand) |
| 12 | Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever ishigher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sieve, 20 to 50 % passingthrough 10mm sieve and 100 % retain on 6.3mm sieve, laying in layers of thickness 10/15cm including ramming, consolidation etccomplete for all type of pipes of following sizes as per drawing and or as directed by Engineer.300 mm internal diameter |
| 13 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m and up to specified depthhaving pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.0m,vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150/225/300/600 mm, wallthickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of oncrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS foot steps / SFRC foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc. complete in all respect as per drawing, as perspecification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paidseparately.Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness ofpipe + 50 mm, PCC M15 grade benching and channel portion.Depth of manhole shall be measured from top of manhole coverupto lowest invert of pipe. (Depth includes in the item = height ofConical piece + ID of Sewer pipe + 1 Wall thickness of pipe +50mm) |
| 14 | Construction of House Sewer Connection inside and outside of a dwelling properties to connect all the outlets of Kitchen, Bath,toilet/WC of the property to existing inspection chamber of Sewer Network, which includes Door-to-door survey of all properties to be connected with Sewer Network, Preparation of sketch / drawing of arrangement for each house with all the details and obtain approval from Engineer In-charge or his representativeand Preparation of as built drawing (Layout plan) in AutoCAD for each property / dwelling connection with sewer network up tomanhole. Including Dismantling of all type of flooring and roads, i.e. BT/CC/WMM/interlocking block etc with mechanical cutter Including Required Excavation of pipe trench/chamber in all type of strata of specified width up to all depth, Providing, laying, jointing and aligning of PVC-U pipes (SN-8) as per 15328 (amended up todate) / HDPE DWC (double wall corrugated) pipes of SN-8 grade as per IS 16098 (amended up to date)/ SWR Pipes with required PVC/ DWC/SWR fittings with required level & location in buried positionover bedding of 50 mm thick M-10 grade and in open position aboveground/floor with an encasing of pipe 50 mm cover at 3 sides withM10 grade concrete, Providing, laying, jointing and aligning 160 mm dia PVC-U pipes (SN-8) as per IS15328 (Amended up to date)providing as sleeve to 110 mm dia PVC-U pipes / HDPE DWC (double wall corrugated) pipes (exposed to atmosphere) forcrossing open drains, demolishing, If required and reconstruction of drain in original position with PCC M-10, Brick workwith modular extruded burnt fly ash clay sewer bricks (Conformingto IS: 4885 - 1988) in CM 1:4, 12 mm thick plaster in CM 1:3and Construction of 2 Nos brick masonry chamber of bricks classdesignation 75 of 115 mm wall thickness in cement mortar 1:4, clearinside dimension 320 x 320 x 550 mm, 50 mm thick base PCC 1:3:6,providing & fixing 350 x 350 mm RCC precast cover with frame ofLD-2.5, earth filling in gaps, finishing with PCC 1:3:6 inside thechamber, Chamber-1 with square mouth S.W. gulley trap P-type ofsize 100 x 100 mm as per IS 651: 1992 (amended up to date) withCI grating, in slope around the mouth of Gulley Trap includingprovision for fixing of 2 nos. 110 mm dia PVC-U pipe etc. toconnect a single inlet after connecting all the outlets of kitchen &bath & outlet of this chamber will connect to Chamber-2 orinspection chamber and the Chamber-2 with a provision for fixing of2 nos. 110 mm dia PVC-U pipe etc. i.e. a single inlet afterconnecting all outlets of toilet & WC of premises to exiting Inspection chamber, Emptying of septic tank/soakage well etc.disposing of sludge within a lead of 5 Km and taking out the sewage, Bypass of septic tank/soakage well by providing, laying,jointing of 110 mm dia PVC-U pipes for all length from inlet to outlet, including PVC coupler, MS clamp and dismantling,repairing, making good the holes etc, Making connection with 110 mm dia PVC-U pipe with exiting inspection chamber (includingmaking holes in Inspection Chamber) for pipes coming out from inside property and Chamber 1/2, making and repairing holes with CM in 1:4, repairing of floor and road with CC M-30 grade same as original thickness of floor and road, watering, backfilling, compaction and disposal of all surplus material and sewage etc. to a suitable location with all lead and lift, repairing of underground utilities, if damaged, Complete job to connect a dwelling premisesto sewer network including all material, labour, taxes, chargesetc. as per Specifications, drawing and directions of Engineer InchargeLength up to 5 m |
| 15 | Construction of House Sewer Connection inside and outside of a dwelling properties to connect all the outlets of Kitchen, Bath,toilet/WC of the property to existing inspection chamber of Sewer Network, which includes Door-to-door survey of all properties to be connected with Sewer Network, Preparation of sketch / drawing of arrangement for each house with all the details and obtain approval from Engineer In-charge or his representativeand Preparation of as built drawing (Layout plan) in AutoCAD for each property / dwelling connection with sewer network up tomanhole. Including Dismantling of all type of flooring and roads, i.e. BT/CC/WMM/interlocking block etc with mechanical cutter Including Required Excavation of pipe trench/chamber in all type of strata of specified width up to all depth, Providing, laying, jointing and aligning of PVC-U pipes (SN-8) as per 15328 (amended up todate) / HDPE DWC (double wall corrugated) pipes of SN-8 grade as per IS 16098 (amended up to date)/ SWR Pipes with required PVC/ DWC/SWR fittings with required level & location in buried positionover bedding of 50 mm thick M-10 grade and in open position aboveground/floor with an encasing of pipe 50 mm cover at 3 sides withM10 grade concrete, Providing, laying, jointing and aligning 160 mm dia PVC-U pipes (SN-8) as per IS15328 (Amended up to date)providing as sleeve to 110 mm dia PVC-U pipes / HDPE DWC (double wall corrugated) pipes (exposed to atmosphere) forcrossing open drains, demolishing, If required and reconstruction of drain in original position with PCC M-10, Brick workwith modular extruded burnt fly ash clay sewer bricks (Conformingto IS: 4885 - 1988) in CM 1:4, 12 mm thick plaster in CM 1:3and Construction of 2 Nos brick masonry chamber of bricks classdesignation 75 of 115 mm wall thickness in cement mortar 1:4, clearinside dimension 320 x 320 x 550 mm, 50 mm thick base PCC 1:3:6,providing & fixing 350 x 350 mm RCC precast cover with frame ofLD-2.5, earth filling in gaps, finishing with PCC 1:3:6 inside thechamber, Chamber-1 with square mouth S.W. gulley trap P-type ofsize 100 x 100 mm as per IS 651: 1992 (amended up to date) withCI grating, in slope around the mouth of Gulley Trap includingprovision for fixing of 2 nos. 110 mm dia PVC-U pipe etc. toconnect a single inlet after connecting all the outlets of kitchen &bath & outlet of this chamber will connect to Chamber-2 orinspection chamber and the Chamber-2 with a provision for fixing of2 nos. 110 mm dia PVC-U pipe etc. i.e. a single inlet afterconnecting all outlets of toilet & WC of premises to exiting Inspection chamber, Emptying of septic tank/soakage well etc.disposing of sludge within a lead of 5 Km and taking out the sewage, Bypass of septic tank/soakage well by providing, laying,jointing of 110 mm dia PVC-U pipes for all length from inlet to outlet, including PVC coupler, MS clamp and dismantling,repairing, making good the holes etc, Making connection with 110 mm dia PVC-U pipe with exiting inspection chamber (includingmaking holes in Inspection Chamber) for pipes coming out from inside property and Chamber 1/2, making and repairing holes with CM in 1:4, repairing of floor and road with CC M-30 grade same as original thickness of floor and road, watering, backfilling, compaction and disposal of all surplus material and sewage etc. to a suitable location with all lead and lift, repairing of underground utilities, if damaged, Complete job to connect a dwelling premisesto sewer network including all material, labour, taxes, chargesetc. as per Specifications, drawing and directions of Engineer InchargeLength up to 5 m Please Enable Macros to View BoQ information |
