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| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. ( For Drain) |
| 2 | Providing and laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also excluding cost of centering &shuttering in foundation & floors. ( For Drain) |
| 3 | M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming and also including i/c supply of all material labour T & P etc. required for proper completion of the work. ( For Drain) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:1:6 (1 cement : 6 Coarse sand) ( For Drain) |
| 5 | Flush /Struck Pointing on Brick work or brick flooring with cement mortar consisting of 1:3 cement and Coarse sand . ( For Drain) |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 7 | Thermo- Mechanically treated bars of grade Fe-500 steel reinforced for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 8 | Excavation for pipe line in all type of soil (loam, elay or sand) with lift upto 1.50 m and lead upto 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal, disposal of surplus earth within 50 m. (Internal Water Supply) |
| 9 | Supply, carting and laying of following dia pipe 6.00 Kg/Cm2 PVC pipe up tp 8 KM for within the muncipal limit and including all quality specials coupplings fitiings to site of work lowering the same into treanchs and laying true to alignment & gradient, including testing of pipe line ( Excluding the cost of trenching but including cutting pipe for making up the length and making joints. (CH-23 SI No 32) (i) 110 mm dia PVC Pipe |
| 10 | Supply of I.S.I. mark C.I. and PVC specials for different type of pipes and Fixtures such as tee\\" bend, Sockets, Tail piece, Tapers, Flanges etc. |
| 11 | Supply and fixing of following size ISI mark D/F or plain ended sluice valves/Scover valves Class-II confirming to I.S. 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete. For 100 mm dia |
| 12 | Supply and fixing of 80MM size ISI mark D/F fire hydrants confirming to I.S. 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete. For 80mm size fire hydrant |
| 13 | Supply and fixing of 100 mm size double action ISI mark D/F Air valves confirming to I.S. 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and flxing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete.and i/c all taxes etc complete. For 100 mm size Air Valve |
| 14 | Providing all materials and construction of sluice value or scover values, fire Hydrant and air valve chamber as per attached drawing & design of U.P. Jal Nigam complete with excovation and removal of surplus earth to a distance 30 M. Laying 10 cm thick cement concrate 1:5:10 with one part of cement,Five part coarse sand of F.M. 2.2 to 3.6 and ten part of 40 mm graded stone ballast in foundation /floors base of the chamber and brick masonary in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 Mortar and plaster in 1:3 cement and coarse sand of F.M/ 1.50 to 2.20 mortar, floor with 1:2:4 cement concrete, R.C.C cover in the proportion 1:1.5:3 cement, coarse sand of F.M. 2.20 to 3.60 and 20 mm graded stone grit with 35x35x5mm M/S. angle frame duly welded with 6 mm dia bars @ 10 cm i/c both ways which will be fixed or hinged with 3 Nos hinges (if reguired ) in 40x40x5 mm angle iron frame with 4 Nos hold fast of 35x5 mm M.S. flat of 10cm long and grouted with 10 cm thick R.C.C. of 1:1.5:3 over top of the chamber i/c cost of steel and fixng in position etc and also i/c supply of all material, labour, T&P etc complete in all respect as per direction of Engineer incharge. size of chamber will be as per drawing or as per direction A.E. incharge. chamber size 0.90x0.90m (inner size) |
| 15 | Providing all materials and construction of sluice value or scover values, fire Hydrant and air valve chamber as per attached drawing & design of U.P. Jal Nigam complete with excovation and removal of surplus earth to a distance 30 M. Laying 10 cm thick cement concrate 1:5:10 with one part of cement,Five part coarse sand of F.M. 2.2 to 3.6 and ten part of 40 mm graded stone ballast in foundation /floors base of the chamber and brick masonary in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 Mortar and plaster in 1:3 cement and coarse sand of F.M/ 1.50 to 2.20 mortar, floor with 1:2:4 cement concrete, R.C.C cover in the proportion 1:1.5:3 cement, coarse sand of F.M. 2.20 to 3.60 and 20 mm graded stone grit with 35x35x5mm M/S. angle frame duly welded with 6 mm dia bars @ 10 cm i/c both ways which will be fixed or hinged with 3 Nos hinges (if reguired ) in 40x40x5 mm angle iron frame with 4 Nos hold fast of 35x5 mm M.S. flat of 10cm long and grouted with 10 cm thick R.C.C. of 1:1.5:3 over top of the chamber i/c cost of steel and fixng in position etc and also i/c supply of all material, labour, T&P etc complete in all respect as per direction of Engineer incharge. size of chamber will be as per drawing or as per direction A.E. incharge. chamber size 1.20x1.20 m (inner size) |
| 16 | Excavation in foundation in ordinary soil (loam, clay or sand) for depth given below ground level for laying of sewers, manholes, gully pits, chambers etc. including cutting of joints, pits, ramming, dressing leveling, refilling of trenches in 20 cm layers, watering, ramming the same including removal of surplus earth and there dismantled material up to a distane of 50.00 mt. from the center of trenches. ( For Sewer)(i) 0.00 to 1.50 mt. B.G.L. |
| 17 | Excavation in foundation in ordinary soil (loam, clay or sand) for depth given below ground level for laying of sewers, manholes, gully pits, chambers etc. including cutting of joints, pits, ramming, dressing leveling, refilling of trenches in 20 cm layers, watering, ramming the same including removal of surplus earth and there dismantled material up to a distane of 50.00 mt. from the center of trenches.(i) 1.50 to 3.00 mt. B.G.L. |
| 18 | Carting of following size of class Np2/ Np3 RCC pipes and specials in trench for the site of the work lowering of the pipe and other specials with the help of chain pulley crane etc. at different depth below ground level true to alignment and gradient the item including jointing of pipe with 1:2 cement & coarse sand mortar & jute the rate including all material, labour and T & P testing of pipes such as alignment & leakage etc.NP3/NP2 class 250 mm dia RCC Hume pipe(i) 0.00 to 1.50 mt. B.G.L. |
| 19 | Carting of following size of class Np2/ Np3 RCC pipes and specials in trench for the site of the work lowering of the pipe and other specials with the help of chain pulley crane etc. at different depth below ground level true to alignment and gradient the item including jointing of pipe with 1:2 cement & coarse sand mortar & jute the rate including all material, labour and T & P testing of pipes such as alignment & leakage etc.NP3/NP2 class 250 mm dia RCC Hume pipe(i) 1.50 to 3.00 mt. B.G.L. |
| 20 | Providing and fixing open timbering (covering 1/3 of surface area by planks) in trenches for the depth upto 3 m below ground level consisting of 40 mm thick approved. Country wood plank for polling boards 125mmx75 mm Indian sal wood wallers and 100 mm dia Eucalyptus ballies for struts at 1.50 m C/C including removal after laying of sewer. Both side of trenches will be taken as one side for the purpose of payment and measurement i.e. area equals to length x depth of trench. (Both sides of trenches will be taken as one side for the purpose of payment & measurement i.e area equal to length x depth of trench.) 0.00 m to 3.00 m B.G.L. |
| 21 | Cement Concrete with 4 cm gauge approved stone ballast coarse sand in the proportion of 8 : 4 : 1 including supply of all materials, labour. Tools & plants etc required for proper completion of the work1.50 - 3.00 M BGL. |
| 22 | M-150 brick work in 1:5 cement and coarse sand of (1.75-2.00) fineness modules mortar in foundation and plinth including supply of all material labour T&P etc required for proper completion of work. (i) 0.00 - 1.50 M BGL |
| 23 | M-150 brick work in 1:5 cement and coarse sand of (1.75-2.00) fineness modules mortar in foundation and plinth including supply of all material labour T&P etc required for proper completion of work. 1.50 - 3.00 M BGL |
| 24 | 12 mm thick cement plaster inside of manhole 1:3 consisting of one part of cement & three parts of approved coarse sand. including supply of all materials, labour, T&P etc required for proper completion of the work.(with waterproofing compound) (i) 0.00 - 1.50 M BGL |
| 25 | 12 mm thick cement plaster inside of manhole 1:3 consisting of one part of cement & three parts of approved coarse sand. including supply of all materials, labour, T&P etc required for proper completion of the work.(with waterproofing compound) (i) 1.50 - 3.00 M BGL |
| 26 | Cement Concrete with 2 cm gauge approved stone ballast coarse sand in the proportion of 3 : 1½ : 1 including supply of all materials, labour. Tools & plants etc required for proper completion of the work.(i) 0.00 - 1.50 M BGL |
| 27 | Cement Concrete with 2 cm gauge approved stone ballast coarse sand in the proportion of 3 : 1½ : 1 including supply of all materials, labour. Tools & plants etc required for proper completion of the work.(i) 1.50 - 3.00 M BGL |
| 28 | Providing and fixing of 20mm round bar (P.V.C. encapsulated ) Foot Steps in the walls as per direction of Enginer In charge. ( MR) |
| 29 | Providing and fixing of RCC manhole cover with frame 600mm dia of heavy duty with locking arrangement etc. complete required for proper completion of work. |
| 30 | Providing all material and labour for construction of slab type brick massonary manhole of size 0.90 X 1.20 X 1.50 mt. Deep as per standard approved drawing and specification of U.P. Jal Nigam including required excavation and 22.50 cm. Thick base concrete in 1:4:8 cement, coarse sand and 40 cm gauge stone ballast and pcc with 1:2:4 cement, coarse sand, 20 mm gauge with stone grit and also including M-150 class brick work in 1:5 cement and coarse sand of 1.50-2.00 mortar in plaster shall be done 1:3 cement, coarse sand including S/F of ferro cement duly manhole cover of 600 mm dia with frame including R.C.C. slab in 1:1.5:3 cement, coarse sand and 20 mm gauge stone grit including supply of reinforcement also including its cutting, bending and binding wih 24 B.W.G. G.I. wire including supply of binding wire and also including necessary shuttering etc. and including supply and fixing of C.I. foot step of heavy quality 5.30 kg. for 90 cms. @ 30 cm. and fixing with P.C.C. 1:2:4 as per direction of E/I. |
| 31 | Extra over item No. 6 but for regulating shaft of slab type manhole size 0.90 X 1.20 X 1.50 mt. above on 1.50 mts. Depth. |
| 32 | Providing all material and labour for construction of sewer line connecting chamber of size 0.60 X 0.60 X 1.50 mt. Deep as per standard approved drawing and specification of U.P. Jal Nigam including required excavation and 22.50 cm. Thick base concrete in 1:4:8 cement, coarse sand and 40 cm gauge stone ballast and pcc with 1:2:4 cement, coarse sand, 20 mm gauge with stone grit and also including M-150 class brick work in 1:5 cement and coarse sand of 1.50-2.00 mortar in plaster shall be done 1:3 cement, coarse sand including S/F of ferro cement duly manhole cover of 600 mm dia with frame and also including supply and fixing of C.I. foot step of heavy quality 5.30 kg. for 90 cms. @ 30 cm. and fixing with P.C.C. 1:2:4 as per direction of E/I. |
| 33 | Extra over item No. 8 but for regulating shaft of 1.50 mt. deep and above of sewer connecting chamber size 0.60 X 0.60 X 1.50 mt. above 1.50 mts. Depth. |
| 34 | Supply of Np2-Np3 class 250 mm dia RCC hume pipe including all taxes and cartage.250 mm NP3 |
| 35 | Construction of sewer connecting chamber inner size 0.45x0.45x0.61m with brick work in 1:4 cement and coarse sand mortar i/c necessary exavation foundation base concrete in 1:5:10 cement coarse sand and 40 mm graded stone ballast and 12 mm thick inside plaster with 1:3 cement and coarse mortar finished with 3mm thick floating coat of neat coment, R.C.C cover in 1:1:5:3 cement coarse sand and 20 mm graded stone grit i/c 2.5 cm thick flooring in 1:2:4 cement, coarse sand of 2.20-3.60 FM & 20 mm graded stone grits M.s iron work in 8mm dia 9 Nos. Both sides complete. (SOR-2022 Ch-25 SN-6) |
| 36 | Earth work in cutting in ordinary soil excavation to be in the form of a regular pits mot exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50 m distance as directed by the Engineer-in-Charge. (Small work)For Road Work 12.00 m wide road |
| 37 | Earth work in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20\\") depth and earth work in embankment to be in 20 cm (8\\") layers including ramming and dressing the sruface to required levels and slopes and also including 1.50 M (5 ft) lifts and 30M (100 ft) lead as directed by the Engineer-in-charges.12.00 m wide road |
| 38 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause-401 (Granular Sub-Base with closer Graded Material (Table 400-1)12.00 m wide road |
| 39 | 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 rollers to achieve the required density complete as per direction of E/I. (MORTH specification No. 406) 12.00 m wide road |
| 40 | Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using pressure distributor @ 0.60 kg per using mechanical means.12.00 m wide road |
| 41 | Providing and laying bituminous macadam with 60-90 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG-30) @ 3.30 percent by weight of total mix and filler, transporting to work site laid over a previsouly prepared surface with laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactions.12.00 m wide road |
| 42 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 kg per sqm. on the prepared bituminous/granular surface cleaned with mechanical broom.12.00 m wide road |
| 43 | Providing and laying Semi dense graded bituminous concrete with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% of total mix and filler, transporting to Hot Mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactions as per MORTH specification complete in all respect.12.00 m wide road |
| 44 | Supply and layning of 80 mm thick Precast cement concrete I shaped interlocking pavers block with top layer of minimum 8mm thickness having plan dimension 200 x (160+120 mm) of O.P. cement, smooth high gloss finish, skid reditant, manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrete paver blocks shall not be less than 30MPA & weight 5.0 Kg/no. confiring to IS: 15658-2006 with a 5 cm thick layer of fine sand including excavation of earth and laying of WMM ( 115 mm thick ) as per morth standard and cost of all material, labour T&P taxes etc required for proper completion of work as direction by E/I. (on patries of roads, 30.0 cm wide) including earth Work in Cutting Please Enable Macros to View BoQ information |