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| 1 | Excavation for pipe line trenches for water supply sewerage line machinehole etc. all with shoring and struting if required as per required gradient and line includign safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In hard murrum, boulders incl. macadam road. |
| 2 | Excavation in bituuminous road as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. Excavation in Bituminous road |
| 3 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum(A) Upto 1.5 Mt. dpt.from G.L. |
| 4 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum(B) 1.5 Mt. TO 3.00 Mt. Depth |
| 5 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft murrum(C) 3.0 Mt TO 4.50 Mt depth |
| 6 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In Hard murrum, boulders incl.macadam road(A) Upto 1.5 Mt. dpt.from G.L. |
| 7 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In Hard murrum, boulders incl.macadam road(B) 1.5 Mt. TO 3.00 Mt. Depth |
| 8 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In Hard murrum, boulders incl.macadam road(C) 3.0 Mt TO 4.50 Mt depth |
| 9 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In soft rocks(A) Upto 1.5 Mt. dpt.from G.L. |
| 10 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In soft rocks(B) 1.5 Mt. TO 3.00 Mt. Depth |
| 11 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In soft rocks(C) 3.0 Mt TO 4.50 Mt depth |
| 12 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In hard rock(A) Upto 1.5 Mt. dpt.from G.L. |
| 13 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In hard rock(B) 1.5 Mt. TO 3.00 Mt. Depth |
| 14 | Excavation for pipe line trenches for water supply, sewerage line, machine hole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. In hard rock(C) 3.0 Mt TO 4.50 Mt depth |
| 15 | Providing bedding including ramming, watering, levelling consolidating etc. complete as per standard and instruction of Engineer In ChargeAs abve with required quality sand bought from outside including all lead |
| 16 | Providing and supplying ISI Standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints including all taxes, insurance, transportation,freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.(D1) 250 mm dia (NP3 Class) |
| 17 | Providing and supplying ISI Standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints including all taxes, insurance, transportation,freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.(E1) 300 mm dia (NP3 Class) |
| 18 | Providing and supplying ISI Standard R.C.C. pipes in standard lengths of following class and diameter suitable for rubber ring joints including all taxes, insurance, transportation,freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. One rubber ring should be supplied with each full length socketed pipe, cost included in rates below.(E2) 300 mm dia (NP4 Class) |
| 19 | Lowering, laying and jointing R. C. C. pipes of following diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code.(D1) 250 mm dia (NP3 Class) |
| 20 | Lowering, laying and jointing R. C. C. pipes of following diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code.(E1) 300 mm dia (NP3 Class) |
| 21 | Lowering, laying and jointing R. C. C. pipes of following diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code.(E2) 300 mm dia (NP4 Class) |
| 22 | Providing and constructing Sewer machine holes, scraper machine holes and unit house connection chamber, as per the type design in brickmasonry in C. M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.200 fixing C. I. steps and fixing machine hole frame and covers (But excluding supply of machine hole frame and covers) over machine holes and houseconnection chambers and fixing machine hole covers (but excluding supplying of machine hole covers) over scraper machine hole etc. complete,providing and fixing safety chain wherever necessary as per the stipulations in the type design complete as per latest CPHEEO manual.(excl. excavation).Manhole type \\"A\\" Circular type having inside diameter of 1200 mm for depth upto 1.5 m depth For 0.7 mtr depth |
| 23 | Providing and constructing Sewer machine holes, scraper machine holes and unit house connection chamber, as per the type design in brickmasonry in C. M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.200 fixing C. I. steps and fixing machine hole frame and covers (But excluding supply of machine hole frame and covers) over machine holes and houseconnection chambers and fixing machine hole covers (but excluding supplying of machine hole covers) over scraper machine hole etc. complete,providing and fixing safety chain wherever necessary as per the stipulations in the type design complete as per latest CPHEEO manual.(excl. excavation).Extra depth beyond 0.7 M but upto 1.5 M depth for \\"A\\" type manhole above |
| 24 | Providing and constructing Sewer machine holes, scraper machine holes and unit house connection chamber, as per the type design in brickmasonry in C. M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.200 fixing C. I. steps and fixing machine hole frame and covers (But excluding supply of machine hole frame and covers) over machine holes and houseconnection chambers and fixing machine hole covers (but excluding supplying of machine hole covers) over scraper machine hole etc. complete,providing and fixing safety chain wherever necessary as per the stipulations in the type design complete as per latest CPHEEO manual.(excl. excavation).Manhole type \\"B\\" circular type having inside diameter of minimum 1500 mm and for depth from 1.5 M to 4.0 M For 1.50 mtr depth |
| 25 | Providing and constructing Sewer machine holes, scraper machine holes and unit house connection chamber, as per the type design in brickmasonry in C. M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.200 fixing C. I. steps and fixing machine hole frame and covers (But excluding supply of machine hole frame and covers) over machine holes and houseconnection chambers and fixing machine hole covers (but excluding supplying of machine hole covers) over scraper machine hole etc. complete,providing and fixing safety chain wherever necessary as per the stipulations in the type design complete as per latest CPHEEO manual.(excl. excavation).Beyond 1.50 mtr and upto 4.00 mtr depth |
| 26 | Providing and erecting C. I. and MS ventilating columns 15 cms. dia. with C.I. ornamental cap and Min 6.00 Mtr. Height (Height may be varying as per site) base fixed firmly with necessary foundation with one coat of red lead oxide paint and one coat of any approved colour with 15 cms, dia.10 Mt.in length with 0.35mt*0.35mt* M100 Encasing, stoneware or R.C.C. pipe connection with M.H. including excavation and jointing as required etc. complete. as per drawing. |
| 27 | Dewatering by pumping set of required capacity including temporary platform carting pumping at site and fixing the same in position including all accessories, and fuel and labour etc. complete.Pump set of Capacity |
| 28 | RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S.Angles or Flat, curing mold work etc.(A) For Circular machine hole (heavy duty) |
| 29 | RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S.Angles or Flat, curing mold work etc.(B) For House Connection Chamber light duty |
| 30 | Providing and filling Rubble including hand packing and filling interstices with quarry spalls behind abutment and between ruturns as derected. |
| 31 | Shoring or timbering for trench with 50 mm thick planks and suitable size struts etc. complete. |
| 32 | Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a radius of 3 km. |
| 33 | Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete |
| 34 | Providing and Spreading and leveling as directed.(ii) Stone dust |
| 35 | Providing and Spreading and leveling as directed.(ii) Grit |
| 36 | Providing and constructing rectangular brick masonry chamber for house connection as per type design in brick masonry in C. M. 1:3 including M-100 in foundation M-150 in benching inside plastering in C. M. 1:3 and outside plastering in C. M. 1:3 coping in M200 and fixing RCC precast machine hole frame and covers, but Excl. supply of machine hole and cover etc. complete excl. excavation. |
| 37 | Providing and supplying ISI standard Stone-ware Class-A. pipes in standard lengths of 100 mm diaincluding all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS- 651/1989) including Lowering, laying and jointing Stone Ware pipes of following diameters with cement joints in C. M. 1:1 proportion in proper position, grade and alignment as directed by Engineer-in-charge including conveyance from stores to site of work, Jointing material, labour, giving hydraulic testing etc complete.(A)150 mm dia |
| 38 | Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. 6 kg/cm2Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code.(A) 75 mm dia. |
| 39 | Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. 6 kg/cm2Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code.(B)110 mm dia |
| 40 | Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. 6 kg/cm2Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code.(C)140 mm dia |
| 41 | Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. 6 kg/cm2Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code.(D) 200 mm dia |
| 42 | Carting and Recarting of excavted earth from any site to required place as per requirement and directed by engineer in charge (A) Up to 0.50 K.M. |
| 43 | Carting and Recarting of excavted earth from any site to required place as per requirement and directed by engineer in charge(B) 0.50 K.M. TO 1.00 K.M. |
| 44 | Carting and Recarting of excavted earth from any site to required place as per requirement and directed by engineer in charge(C) 1.00 K.M. TO 1.50 K.M. |
| 45 | Carting and Recarting of excavted earth from any site to required place as per requirement and directed by engineer in charge(D) 1.50 K.M. TO 2.00 K.M. |
| 46 | Road Restoration workBox cutting the road surface to proper slop and camber for raod work, lime flyash stabilization with lime @ 10kg/sqmtr.+ flyash@50kg/sqmtr. And mixing with disc harrowing, Granular Sub Base (drainage layer) conforming to grading V of Table 400-1 of compacted thickness of 150 mmrolling and compactiion of subgrade, Wet Mix Macadam with paver finisher in specified thickness, each layer not exceeding 150 mm compacted thickness including premixing in WMM plant, Prime coat SS-I bitumen emulsion @ 0.85kg per sq.mtr. & RS-I bitumen imulsion @ 0.27kg per sq.mtr.,Tack Coat RS-0.25 Kg per sq.m. DENSE GRADED BITUMINOUS MACADAM as per gradation and bitumen for mixing shall be as arrived from mix design, provided in no case it shall be less than 4.0% by wt.,using aggregates as per gradation and percentage of bitumen for mixing shall be as arrived from mix design, spreading ston dust, preparing suraface and scarifying the surface. |
| 47 | Road Restoration workProviding interlocking type rubber moulded cement cocrete paver block of approved shape, design and colour having 80mm thickness M50 purchased from approved paver block manufracturer only of fine sand bedding. Item includes levelling by using vibratory plates compacted machine. Item also includes all materials, labour, equipments, tools, plants, watering and cleaning etc. complete. (with colour) |
| 48 | Road Restoration workProviding & laying Dry Lean Concrete sub base including providing coarse and ine aggregate to the specified gradation using minimum cement content 150kg/cum of concrete with OPC 43 grade cement, mixing of concrete as per approved design mix using mechanized batch mix plant of appropriate capacity, transporting and laying with self propelled paver with electronic sensor device and compacting with vibrating roller of minimum 80-100KN static weight to give desired compaced density and average compressive strength of 10MPa at 7days and curing with liquid cuing compound and sprinkling water and covering with moist hessian or ponding of water for 7days including providing construction joints, incuding all material, labur, machinery with all ledas and lifts etc. complete |
| 49 | Road Restoration workProviding and laying Pavement Quality Concrete of M35 grade including providing 125micron thick impermeable plastic sheet membrane ovwewr the surface to be covered, coarse and fine aggregates of specified gradation OPC 43 grade cement, approved admixture and adding Recron 3S or equivalent fibers @ 0.25% by weight of cementations material mixed and supplied by standard RMC plant or in fully automatic concrete batching plant of appropriate capacity and with comnputerized controls as per the design mix to the the specified workability, transpirting the mix with dumpers or transit mixers and laying with channel section of required thickness byfix form/manually with all vibratory equipments, curig with approved resin based aluminized reflective curing comound and covering with moist hessian and ponding and sprinkling of water for a minimum period of 14days and including, aproved liquid seals of either polysulphide/olyrethene for joint filling and sealing all types of joints and finishing to the desired surface texture including all material, labour, machinery, formwork with all leads and lifts etc. complete |
| 50 | Road Restoration workProviding and laying Granular Sub Base (drainage layer) conforming to Grading II of Table 400.2 of compacted thickness of 150mm with specification graded stone metal and sand mixed in pugmill and laid with mechanical means spreading with motor grader and compacting with vibratory roller having minimum 80-100KN static weight to achieve desired density of 98% o MDD including all material, labour, machinery with all leads and lifts ec. complete |
| 51 | Road Restoration workTaking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. [M.R] |
| 52 | Road Restoration workLaying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 53 | Installation of Product pipe by manual jacking method including making of entry and exit pits up to 3mtr depth, all realted civil works like excavation, shoring/strutting etc. manual shielded excavation, lowering of pipe segment in the jacking pit, laying and jointing of product pipe through jacking process from the jacking pit after project completion as per the instructionof the Engineer In Charge all complete except the cost of the pipe.Below 900mm dia Manual pipe jacking is not permitted for workmen safety reasonMixed strata From 900 mm & upto 1000 mm dia OD |
| 54 | Providing and Applying Epoxy paint of approved make to concrete surface for RCC ESR of GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge necessary scaffolding etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per IS codes1.For new surfaces- Two coats |
| 55 | Manufacture, Supply & Delivery of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled ends plate or coil conforming to IS-3589-2001 or its latest revision/ ammendment for following thickness outside diameter at store or site anywhere in Surat City Area including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading conveyance to Departmental stores, stacking etc. all complete. 914 mm dia 8 mm thicknes |
| 56 | Providing and applying 1 coat of 25 micron of zinc rich primer confirming to specifications of DGS-175, Type-A, and 3 coats each of 25 micron of Non toxic high build black epoxy paint suitable for water potable water application inclusive of necessary materials, labour Equipment, Contractor's overhead charges and profit Sq.M. and including all taxes. |
| 57 | Temporary/ Permenant Plugging and blocking of sewerline, branch connection and diversion of flow and removal of all plug etc.300 mm dia and below sewer line |
| 58 | Temporary/ Permenant Plugging and blocking of sewerline, branch connection and diversion of flow and removal of all plug etc.300 mm to 500 mm dia sewer line |
| 59 | Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately)(A) 15mm |
| 60 | Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately)(B) 20mm |
| 61 | Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately)(C) 25mm |
| 62 | Manufacture, Supply & Delivery of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled ends plate or coil conforming to IS-3589-2001 or its latest revision/ ammendment for following thickness outside diameter at store or site anywhere in Surat City Area including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading conveyance to Departmental stores, stacking etc. all complete. 610 mm dia 6.3 mm thickness |
| 63 | Excavation for pipeline trenches for water supply, sewerage line, machinehole etc. all with shoring and struting if required as per required gradient and line including safety provision using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.Metalled Road |
| 64 | Excavation in bitumious road as pee required gradient and line including safety provision using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. compelete for all lifts as specifiedExcavation in bituminous road |
| 65 | Excavation for pipe line trenches for water supply, sewerage line, machinehole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.In all sorts of soil and soft murrum(A) depth 0.00 to 1.50 mt. |
| 66 | Excavation for pipe line trenches for water supply, sewerage line, machinehole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.In all sorts of soil and soft murrum(B) depth 1.5 to 3.00 mt. |
| 67 | Lowering, laying, Jointing & welding in position to correct line & level M.S. Pipe with outer gunniting & inside lining/Epoxy painting on pedestal or chairs upon prepared formation or prepared bedding in trenches the rates include conveyance from store to site of work loading, unloading, joint plastering, hydrotesting etc.complete. Above 7 mm thick611 mm dia Please Enable Macros to View BoQ information |
