Sub Total for Demolishing

Transcription

1 A Cleaning of Jungle Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish 1.0 up to a distance of 50 m out side the periphery of the area cleared (10 % total length of alignment is considered ) Zone 1,2 and Sqm (MP,UADD ISSR-12-13, Vol-II, P.No 20, I.No.2.31) Demolishing of CC, BT and WBM Road Demolishing CC/RCC work by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 m lead lift of 0.0 to 1.5 m Zone 1,2 and 3 Cum (MP,UADD ISSR-12-13, Vol-I, P.No. 152, I.No ) Cutting of Water Bound macadam road and making good the same including supply of extra quantities of material i.e. aggregate, morrum screening and labour required Cum Cutting of Bituminous road and making good the same including supply of extra quantities of material i.e. aggregate, morrum screening and labour required Cum Sub Total for Demolishing Earthwork Earth work in excavation for pipe trench in all kinds of soil and WBM in area including drssing, watering and ramming and disposal of Excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed. lift of 0. to 1.5 m TM TM-1(A) TM Cum TM-2(A) TM Zone - 1,2 and 3 (Network) Net Qty (MP,UADD ISSR-12-13, Vol-I, P.No. 151, I.No.15.1 & 15.2) Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unserviceable one up to 50m lead and lift up to 1.5m. a)soft rock with or without blasting or bituminous pavement lift of 1.5 to 3.0 m TM TM-1(A) TM TM-2(A) TM Zone - A,B,C Cum Lift of 3.0 to 4.5 m TM TM-1(A) TM TM-2(A) TM Zone - A,B,C Cum (MP,UADD ISSR-12-13, Vol-I, P.No. 152, I.No.15.3, a,b,c) b) Excavation in hard rock including 50m lead and 1.5m lift Blasting Prohibated (i.e. wedge and chisel) Lift of 4.5 to 6.0 m Cum TM TM-1(A)

2 TM TM-2(A) TM (MP,UADD ISSR-12-13, Vol-I, P.No. 157, I.No , c) Sub total for Earthwork Close & Open Timbering Close timbering /steel in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing 7 cavaties (wherever required) etc complete (Measurment to be taken of the face area timbered) 8 a) Depth not cxceeding 1.5 m TM-1 Sqm TM-1(A) Sqm TM-2 Sqm TM-2(A) Sqm TM-3 Sqm Zone - A,B,C Sqm Total Qty Considered as 15 % of above Qty b) Depth exceeding 1.5 m but not exceeding 3.0 m TM-1 Sqm TM-1(A) Sqm TM-2 Sqm TM-2(A) Sqm TM-3 Sqm Zone - A,B,C Sqm Total Qty Considered as 15% of above Qty (MP,UADD ISSR-12-13, Vol-II, P.No. 18, I.No , & ) Open Timbering in trenches including strutting and shoring complete (Measurement to be taken of the face area timbered) only in trunk main Up to 1.5m Sqm More than 1.5m and Up to 3.0 m Sqm (A) Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45x45x5 mm angle iron section, 1.5 m height, horizontal rail painted (2 coats) with yellow and white stirrups, 150 mm in width at an angle of 45 Degrees 'A' frame painted with 2 coats of yellow paint, Complete as per IRC:SP: ISSR Vol-III Road and Bridge UADD, 8.22 Page no. 73 Each (b) 9 10 drum Delineator in construction zone( Provison of metal drum/ empty bitumin drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferencial strip of alternate black and white 100 mm wide fitted with reflectors 3 Nos. of 7.5 cm dia all as per IS:SP: Each ISSR Vol-III Road and Bridge UADD, 8.22 Page no. 73 Sub Total for Timbering and Barricading PCC and GSB & Filling For Bedding Filling the moorum for pipe bedding or over the pipe including supply of pipe Zone- 1,2 &3 TM1 TM2 TM3 Cum (MP,UADD ISSR-12-13, Vol-I, P.No. 151, I.No.15.9) Providing and laying mechanically mixed cement concrete with crushed stone aggregate including centering and shuttering (with 20mm nominal size grade stone aggregate) P.C.C. M-20 Below pipes Cum

3 11 Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the Cum desired density, complete in all respect and as per relevant clauses of section-400. Grading-II Material I.S.S.R Vol-III Road and Bridge Page No. 30 (4.1) Sub Total for Filling Encasing and Hounching work only in Trunk Main For encasing /Honching works to be provided in only lengths where cover above pipe is in the range of less than 0.6 m and the total length as above categary is 9600 m. Width for encasing is considered as Do+150 mm on both sides (MP,UADD ISSR-12-13, Vol-I, P.No. 153, I.No (a) iii) Providing and suppy of DWC HDPE Pipes of renowned duly tested inclusive of all texes related to central, state and municipal, inclusive of excise duty, Inspection Charges, Transportation charges, transit insurences/ loading and unloading and stacking at site/store etc. complete. Cum DWC/HDPE Pipes Zone-1,2 &3 200/295mm Dia Rmt /480mm Dia Rmt (MP,UADD ISSR-12-13, Vol-I, P.No. 133, I.No.12.2) Sub Total for DWC/HDPE Pipe NP-3 & NP-4 Pipe Providing, Laying and Jointing non-pressure (NP-3) RCC socket & Spigot pipes with rubber gasket joints including testing of joints (Conforming to IS: , ISI marked (Laying as per IS: 783: 1985) Zone-1,2 &3 500 mm Dia Rmt (MP,UADD ISSR-12-13, Vol-I, P.No. 139, I.No.13.3) Providing, Laying and Jointing non-pressure (NP-4) RCC socket & Spigot pipes with rubber gasket joints including testing of joints (Conforming to IS: , ISI marked (Laying as per IS: 783: 1985) Zone 1,2&3 600 mm Dia Rmt TM mm Dia Rmt mm Dia Rmt mm Dia Rmt mm Dia Rmt mm Dia Rmt mm Dia Rmt TM-1(A) 1000 mm Dia Rmt TM mm Dia Rmt mm Dia Rmt mm Dia Rmt mm Dia Rmt TM-2(A) 800 mm Dia Rmt TM mm Dia Rmt Sub Total for NP-3&NP-4 Pipes Filling over Pipe

4 16 Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. In depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils Excavated Qty Deductions For 250/295 mm Dia pipe Vol. Cum For 400/480 mm Dia pipe Vol. Cum For 500 mm Dia pipe Vol. Cum For 600 mm Dia pipe Vol. Cum For 800 mm Dia pipe Vol. Cum For 1000 mm Dia pipe Vol. Cum For 1200 mm Dia pipe Vol. Cum For 1600 mm Dia pipe Vol. Cum For 1800 mm Dia pipe Vol. Cum For 2000 mm Dia pipe Vol. Cum For moorum bedding below pipe For PCC below pipe For encasing /Honching works Cum Total deduction Qty Cum Net Qty (MP, UADD ISSR-12-13, P.No. 151, I.No.15.8 Pumping out water Only in Trunk Main 1&2 Pumping out water caused by springs, tides or river seepage, broken water mains or drains or well or the like (Considered 5 HP pump working 4 Hours per day for 180 Days) (MP, UADD ISSR-12-13, P.No. 151, I.No.15.7) KL Sub Total for Sewer Line MAN HOLES Demolishing of Road for Manhole Demolishing CC/RCC work by mechanical means including stacking of serviceable material and disposal of unserviceable 1 material within 50 m lead MHR1 Cum MHR2 Cum MHC1 Cum MHC2 Cum MHC3 Cum MHC4 Cum MHC5 Cum MHC6 Cum MHC7 Cum RCC Special Type Cum Cum Total Qty (MP,UADD ISSR-12-13, Vol-I, P.No. 152, I.No ) Earthwork for Manhole Earth work in excavation for pipe trench in all kinds of soil and WBM in area including drssing, watering and ramming and disposal of Excavated earth lead upto 50 meters and lift upto 2 1.5m, disposal earth to be leveled, neatly dressed. lift of 0.0to 1.5 m For all Manholes in Zone-1,2 & 3 (MP,UADD ISSR-12-13, Vol-I, P.No. 156, I.No.15.1 & Cum Ded. of demolishing of CC/RCC Qty ) Cum Net Qty Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unserviceable one up to 50m lead and lift up to 3 1.5m. Excavation in hard soil/moorum - moorum mixed with boulder etc including 50 m lead and 1.5 m lift with dressing. 4 lift of 1.5 to 3.0 m Cum

5 (MP,UADD ISSR-12-13, Vol-I, P.No. 157, I.No.15.1 & ) Sub Total for Manhole Earthwork MHR-1 Constructing Brick masonry manhole in cement mortar 1:4 (1cement:4 fine sand) RCC top slab Cement Concrete grade M- 15 (Nominal Mix) with stone aggregate 20mm nominal size, foundation in cement concrete grade M-7.5 (Nominal Mix) with stone aggregate 40mm nominal size, inside plastering 12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement and making channels in Cement Concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, curing etc. with CI cover with frame etc. 5 Man hole with above specifications having inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) Man holetype-mhr-1 Each (MP,UADD ISSR-12-13, Vol-I, P.No. 143, I.No.15.1 & ) MHR-2 Man hole with above specifications having inside size 90x80 cm and 60 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and 6 weight of frame 15 kg): Man holetype-mhr-2 Each (MP,UADD ISSR-12-13, Vol-I, P.No. 143, I.No.15.1 & ) MHC-1&2 Construction of circular type manhole 900 mm internal dia. at bottom, 560 mm dia at top total depth of manhole 900 mm in brick masonry with 1:5 cement mortar (1 cement : 5 fine sand), 12 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement cm foundation in cement concrete grade M-10 (Nominal Mix) with stone aggregate 40mm nominal size, RCC top slab cement concrete M-20 (Nominal Mix) with stone aggregate 20mm nominal size and making channel in cement concrete grade M- 15 (Nominal Mix) with stone aggregate 20mm nominal size neatly finished, curing fixing of ISI marked heavy duty SFRC cover etc. complete as per standard design 7 a Man holetype-mhc - 1 ( Depth range 0.61 to 0.90 m) Each b Man holetype-mhc - 2 (Depth range 0.91 to 1.65 m.) Each (MP,UADD ISSR-12-13, Vol-I, P.No. 144, I.No.14.5 & ) Sub Total for MHC-1& MHC-3&4

6 Construction of circular type manhole 1200 mm internal dia at bottom, 560mm dia at top in brick masonry class designation 40 with 1:4 cement mortar 1:4 (1 cement : 4 Coarse sand) 1680 mm depth, 12mm thick cement plaster 1:3 cement plaster (1 cement : 3 Coarse sand) finished with a floating coat of neat cement. 30cm thick foundation in cement concrete grade M-10 (Nominal Mix) with stone aggregate 40mm nominal size, RCC grade M-20 (Nominal Mix) with stone aggregate M-20 nominal size on top slab and making channel in cement concrete grade M-15 (Nominal Mix) with stone aggregate 20 mm nominal size neatly finished, curing and fixing of SFRC cover and frame (heavy duty HD-20) 560mm internal dia conforming to IS Man holetype-mhc - 3 ( Depth range 1.66 to 1.68 m.) Each Man holetype-mhc - 4 ( Depth range 1.69 to2.29 m.) Each (MP,UADD ISSR-12-13, Vol-I, P.No. 146, I.No & 14.11) Sub Total for MHC-3& MHC-5,6&7 Construction of circular type of manhole 1500 mm internal dia. at bottom, 560 mm dia at top, total depth of manhole 2650mm in brick masonry with 1:5 cement mortar ( 1 cement : 5 fine sand), 12 mm thick Cement plaster 1:3 (1 cement : 3 coarse sand ) finished with a floating coat of neat cement. 30 cm thick foundation in Cement concrete grade M- 7.5 (Nominal Mix) with stone aggregate 40 mm nominal size, RCC Cement Concrete grade M-20 (Nominal Mix) with 20mm Nominal size on top slab and making channel in cement concrete grade M-15 (Nominal Mix) with stone aggregate 20 mm nominal size neatly finished, curing fixing of ISI marked reinforced concrete heavy duty cover (including transportation of cover) complete. as per standard design ( Drawing No. 15 ) 9 Man holetype-mhc - 5 ( Depth range 2.30 to 2.65 m.) Each Man holetype-mhc - 6 ( Depth range 2.66 to 4.25 m.) Each Man holetype-mhc - 7 ( Depth range 4.26 to 9.75 m.) Each (MP,UADD ISSR-12-13, Vol-I, P.No. 144, I.No.14.4, & ) Sub Total for MHC-5,6& RCC Special Type Manhole RCC Special Type manhole with drop manhole arrangement 10 including high flood protection arrangement Each Foot Rest in Manhole 11 Providing MS/CI foot rests and fixing in manhole with CC blocks of Cement Concrete grade M-10 (Nominal Mix) with stone aggregate 20 mm nominal size of size 20x20x10cm 12 With 20mm round bar foot rest (average weight of 1 foot rest 1.85kg) (MP,UADD ISSR-12-13, Vol-I, P.No. 144, I.No.14.4, & ) Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. In depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils Kg Filling over Pipe Total Earth work excavation Qty Deduction for manhole

7 MHR1 Cum MHR2 Cum MHC1 Cum MHC2 Cum MHC3 Cum MHC4 Cum MHC5 Cum MHC6 Cum MHC7 Cum RCC Special Type Cum (MP,UADD ISSR-12-13, Vol-I, P.No. 151, I.No.15.8) Total Quantity Additional Tramnsportation of Earth Extra for every additional lead up to 50 m or part thereof over item 18.1 to (For transportation of surplus excavated stuff 13 Total Qty excavated stuff to be transported a Lead up 500 m, 50 % of total Qty (Rs.49 per 50 m) Cum b Lead up 1000 m, 30% of total Qty (Rs.49 per 50 m) Cum c Lead up 1500 m, 20% of total Qty (Rs.49 per 50 m) Cum (MP,UADD ISSR-12-13, Vol-I, P.No. 151, I.No.15.5) Sub Total for Additional Transportation Total For Manhole Trenchless Technology Sno. Item Unit No. L B H Quantity Rates Amount(Rs.) Dewatering Pits 1 Dewatering of pits or ground by dewatering pumps inclusive of all consumables, diesel, oil, petrol & Lubricants etc. and disposal of water In all Type of Soil H-P-Hour SOR for Construction Contract Employing Trenchless technology 2014 Page-16 Pipe Jacking 2 Installation of Product Pipe by Manual Jacking Method including making of entry and exits pits, all related civil works like excavation shoring/strutting etc., Manual shielding excavation lowering of pipe segments in the jacking pit, laying and jointing of product pipe line through jacking process from the jacking pit and restoration of site after project completion as per the instructions of the Engineer-incharge all complete except the cost of the pipe. (upto 100 meter of installation length) Above 1500mm and upto 1800mm In hard Soil m In stoney Soil m Above 1800mm and upto 2200mm In hard Soil m In stoney Soil m SOR for Construction Contract Employing Trenchless technology 2014 Section 2.4 Sub Total for Pipe Jacking Pipe Ramming 3 Installation of Product Pipe by Pipe ramming mathod including making of entry and exits pits, all related civil works like excavation shoring/strutting etc. and restoration of site after complition (Up to 100m) Pipes above 450mm and up to 600mm In hard soil m In hard Rock SOR for Construction Contract Employing Trenchless technology 2014 Page-59 Section 2.2

8 Sub Total for Pipe Ramming Sub Total for Trenchless Total For Sewer line and Appurtenances