PRADHAN MANTRI GRAM SADAK YOJANACONSTRUCTION OF SALAM ABAD-DARD KOTE ROAD S.No 1 COST ESTIMATE FOR CONSTRUCTION OF HUME PIPE CULVERTS (1000mm dia) No. Length Width (M) Depth/ Unit Quantity Rate/ unit Description Of Item ( M) Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material . Thickness (M) Rs 3 In Lacs 30 7.5 2.50 2.85 Cum 1575.00 Curtain wall 30 2.50 1.00 0.55 Cum 41.25 Drop Wall 30 2.5 1.0 0.55 Cum 41.25 Catch Pit 30 1.5 1.50 2 Cum 135.00 Total 2 Amount Np 1793.00 162.89 2.92 3656.41 5.91 Providing / Laying cement M10 grade in leveling course PCC grade M-10 Foundation bed 30 7.50 1.30 0.10 cum 29.25 Cradle 30 7.50 2.20 0.15 cum 74.25 Catch Pit 30 5.40 2.0 0.15 cum 48.60 Parapet 30 1.0 (0.60+0.45) 2 0.60 cum 9.45 Total Polygonal/ random rubble masonry uncoursed/ brought to course in cement sand mortar 1:6 mix with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size. 161.55 50 Drop Wall 30 2.00 6798.40 sqm 72.50 300. a) 1000 mm dia 30 7.75 Drop Wall 30 2.05 0.5 Form work of ordinary timber Catch Pit 30 x 4 1.19 15.60) 2 2.00 397.0 2. Curtain Walll 30 2.23 Curtain Walll 30 2.00 150.60) 2 ( 1.00 2876.32 0.40 47.00 Pointing on stone work with cement sand 1:3 mix.protection works. concrete masonary work in head walls and parapets clause 1106.4 Curtain Wall 30 2.77 cum 2.50 Rm Total: 5 7 75.55 sqm 247. 318.30 Cum 450.00 sqm 360.backfilling.00 cradle 30x 2 7.00 .3 5.65 cum 159. Means a) M-10 cement concrete =89% of 161. by mech.00 2.50 0.65 sqm 198.55 cum = 143.(40mm thick) Arch.0+0.00 1161.50 Rm Drop Wall 30 2.00 Total: Providing & laying of Cement Concrete M-20 nominal mix for coping .0+0.50 2.18 9.04 Rm 225.19 679.00 9 Loading of stone Agg.50 2.50 1.75 Total 6 75.65 cum 159.15 268.50 2.50 ( 1.50 8 Supply and spreading Khak Bajri (Sandy Granular Material) 30 6.00 Total: Providing and laying of reinforeced cement concrete pipes MP-3as per design in single row including fixing collor with cement mortar 1:2 but excluding excavation .00 2.65 sqm 198.50 parapet 30 1. 84Cum for pointing=397.03 4.01 89.85 0.3 4.60 4.00 cum @ 0.00Qt Total=650.75qt coping = 150Rm @ 0.27 0.20q / cum = = 355.65 0.72 t cum 147.65Cum for 1:6 Stone masonry=38%of 318.85 [email protected] total Haulage of Sand from Johama for 70 Km Av Lead = 206.95 Cum 11 Loading of cement by manul means M -10 cement concrete = 161.30Cum total Haulage of stone Agg.017 qt / sqm =6.34 Loading of Sand By Mech.55Cum=75. from veerwan for 55 km Av lead = 147.92Cum coping = 150Rm @ 0.02Cum/Sqm=7.86 tkm 21461.07 43.00 0.83Q / cum =263.0Kms) tkm tkm 13236.0Kms) . For M-10 Cement Concrete=47% of 161.022cum / Rm = 3.80 t / cum =264.36 71.016q / Rm =0.03 0.01t Haulage of cement from Khrew for 135 Km Av Lead Surface road(130.44 1650.08 t 65.17t Cum 206.50sqm @ 0.41qt 1:6 Masonery = 318.53 0.15 Surface road 65 kms Gravel Road 5 kms tkm 4.85 4.00Cum=120.06 10 a) Surface road(50Kms) Gravel Road(5.b) for coping = 150 Rm @ 0.011 cum / Rm = 1.36 cum @ 1.30 b) 1323.03 0. Means.60t/ cum = 330.55cum @ 2.07 cum @ 1.06 Tkm 8451.16qt/Rm=24.94qt pointing 1:3 mortor = 397.10Qt or 65. 18 0.54 / No = 0.05 90 284.Gravel Road(5.50 lacs Assistant Executive Engineer Executive Engineer .00 0.05 29250.85 1.50t/No =225.03 4.02 65.0Kms) Unloading of RCC pipes by manual means = 90No Tkm Tkm NO Cost for one Such pipe culvert = 1.29 0.06 90 59.90 Haulage of Rcc pipes for 135 km=90 No @ 2.0Kms) 12 13 14 Unloading of cement Tkm t Loading of RCC Span pipe = 66 no @ 59.26 Total 44.54 0.44 NO 325.0Kms) Gravel Road(5.85 0.05 4.0t Surface road(130.01 89.00 1125.00 4.