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| 1 | Dagbelling 15cm(6\\") deep one line aligned with flags and jhandies and as direction by Engineer in charge.SOR Sultanpur-2022 (S.I.-760) |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work in embankment to be in 20 cm layers including ramming and dressing the sarface to required levels and slopes and also including 1.5m lift and 30m. Lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m. distance as directed by E/I. including the cost of royalty of earth. (S.l.no. 253) |
| 3 | providing and Laying and consolidation of 45-90mm stone aggregate of specific site to water bound macadam specification including in uniform thickness hand packing and rolling with three wheeled static roller 8-10 tonne in stages upto proper grade and chamber apply and brooming required type of screening/binding materials (locally available earth) to fill up the interstices of coarse aggregate watering amd copacting (120mm loose thickness minimum and minimum compacted thikness 90mm) (MORTH & H Specification No.-405) |
| 4 | Cartage of Local earth (having P.I less than 6) for blinding purpose in first and second coat consolidation work including its cuting and cartage from a distance more than 1.00 km upto 8.00Km and also its stacking along with the road patri. |
| 5 | Providing and Laying and Consolidation of 45-63mm stone aggregate of (10cm loose of specific site to water bound macadam specification including in uniform thickness hand packing and rolling with 3 wheeled steel/vibratory roller 8-10 tonne in stages upto proper grade and chamber apply and brooming required type of screening / binding materials to fill up the interstices of coarse aggregate watering and compacting 100mm loose thickness minimum and minimum compacted thickness 75mm (MORTH & H specification No.-405) |
| 6 | Providing and laying, spreading and compacting graded stone aggregate to wet mix macadam specifcation including premixing the material with water at OMC in mechanical mix plant carriage of mix materials by tipper to site laying in uniform layer with paver in sub-base /base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density 8-10 (for Top coat 100mm loose thickness minimum & minimum compacted thickness 75mm (MORT & H specification No.-406.) |
| 7 | Providing and applying primer coat with bitumen emulsion using emulsion pressure distributor @ 0.60 kg/sqm. on the prepared bituminous/granular surface cleaned with mechanical broom as MORT&H specification No. 502 |
| 8 | Providing and laying dense graded bituminous macadam (40mm thick) with higher capacity batch type 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 with sensor control 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. (VG-30) |
| 9 | Providing and laying tack coat with bitumen VG [email protected] kg/sqm on the preapred bituminous/ granular surface cleaned with mechanical broom as also using emulsion pressure distributor applying tack coat and work should carried out as per MORT & H specification. 503. |
| 10 | Providing and laying 25mm thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 507 complete in all respects (VG-30) |
| 11 | Providing and laying of hot applied thermo- plastice compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from streaks and holes. |
| 12 | Brick on Edge soling with S.O.B Bricks including excavation of earth laying of Bricks in proper alignment and level along road edge complete as per direction of E/I. |
| 13 | Brick on Edge soling with S.O.B Bricks laid on edge including preparation of sub grade to required cambers filling joint with local sands including all labour, material, T&P etc. complete as per direction of E/I. |
| 14 | Excavation for the following depth below ground level for laying Sewers, Manholes, Gully Pits Chambers etc. in ordinary soil (Earth Sand Loam, Clay) including cutting of joints, pits in 20 cm. layers, watering and ramming the same and including disposal of surplus earth and other dismantled material upto a distance of 50 m from centre of treches 0.00- 1.50 MBGL |
| 15 | Excavation for the following depth below ground level for laying Sewers, Manholes, Gully Pits Chambers etc. in ordinary soil (Earth Sand Loam, Clay) including cutting of joints, pits in 20 cm. layers, watering and ramming the same and including disposal of surplus earth and other dismantled material upto a distance of 50 m from centre of treches 1.50-3.00 MBGL |
| 16 | Providing and fixing open timbering in trenches for them following depth as per given including removal after laying of sewer (Both sides of trenches will be taken as one side for the puprose of payment and measurements ie are equals to (length x depth of trenches) Dismented timbering materials will be the property of the contractor.0.00-3.00 MBGL |
| 17 | Supply of 250 mm. dia NP-3 Class ISI marked S & S RCC Hume Pipe including loading unloading, cartage etc. complete. 250 mm. Dia NP3 class Pipe |
| 18 | Carting of 250 mm. dia RCC Hume Pipes (NP-3 Class) and specials form store to the site of work. Lowering the same into trenches in depths upto 1.50 m. below ground level true to alignment cauling the joints with necessary spun yarn soacked in bitumen and jointing with 1:2 cement mortar 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 invert level of pipes |
| 19 | Provide all material and construct rectangular slab type manhole of size 0.90x1.20x2.25 m. as per drawing & design. |
| 20 | Regulation of shaft in the cost for rectangular slab type manhole of size 0.90x1.20x2.25 m. as per drawing & design.(Regulation is in negative. Cost shall be taken accordingly) |
| 21 | Provide all material and construct square sewer connecting chamber size 0.60x0.60x2.25 m. as per drawing & design. |
| 22 | Regulation of shaft in the cost for square slab type sewer connecting chamber 0.60x0.60x2.25 m. as per drawing & design. (Regulation is in negative. Cost shall be taken accordingly) |
| 23 | Disposal of surplus earth received from Manhole, Chamber, trenches, including loading. unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto a distance of 5 KM. |
| 24 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam,clay&sand) including lift up to 1.5 m lead up to 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer I/C with in a lead of 30 m. (SI No-251) |
| 25 | Providing and laying Cement concrete 1.6:12 (1) cement: 6 coarse sand: 12 graded brick ballast 40 mm nominal size) including supply of all material, labour and T&P etc. required for completion of the work and form work,curing complete also including. (AR) |
| 26 | Class 150 brick work in 1:6 (1 cement: 6 Coarse sand) mortar in foundation & plinth including supply of all material, labour and T&P etc required for completion of the work. (SI No-303) |
| 27 | 20 mm. thick plaster in 1:2 cement and coarse sand mortar with neat cement finish.S.I.597 |
| 28 | 25 mm. thick C.C flooring in 1:2:4 Cement: Coarse Sand: Stone Grit including finished with neat coat of cement complete as per direction of E/l. S.I. 601 |
| 29 | 40 mm. thick C.C floor flooring in 1:2:4 Cement Coarse Sand: Stone Grit including finished with neat coat of cement complete as per direction of Ε/Ι.(SOR BARABANKI SI 605) |
| 30 | RCC work with cement approved coarse sand and 2 cm. gauge approved stone ballast in the proportion 1:1.5:3 in RCC Slab excluding supply of reinforcement and it's bending but including its fixing & binding the same with 24 B.W.G.GI binding wire and including necessary centering and shuttering etc. and also including supply of all material labour and tools and plants etc. required for proper completion of the work. (S.I.No. 284B) |
| 31 | Mild steel or Iron work in plain work such as reinforce concrete work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel. Its wastage, bend, hooks and authorised over lapping shall be measured upto floor to level (S.I. No. 504) |
| 32 | Providing and fixing of Chlorinated Polyvinyle Chloride (CPVC) Pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, inluding fixing the pipe with clamps at 1 m. spacing . This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. Concealed work including cutting chases and making good the wall etc.20mm dia nominal bore |
| 33 | Making water connection of G.I./CPVC distribution with PVC water main by providing and fixing ISI mark 20 mm dia right angled screwed down ferrule , ISI mark heavy duty Kisan, Prince, Supreme make UPVC/CPVC clamp for 90 mm to 225 mm outer dia pipe as required, including supply of all materials, labour and T & P etc. including cutting and threading/ jointing the pipe etc. required for proper completion of work. Please Enable Macros to View BoQ information |
