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 1.50 Rm Total: 5 7 75.0+0.30 Cum 450.3 5. Curtain Walll 30 2.18 9.00 1161.23 Curtain Walll 30 2.(40mm thick) Arch.65 cum 159.04 Rm 225.00 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 .65 cum 159.0+0.00 Total: Providing & laying of Cement Concrete M-20 nominal mix for coping .5 Form work of ordinary timber Catch Pit 30 x 4 1.00 9 Loading of stone Agg.50 0.50 2.60) 2 ( 1.50 300. concrete masonary work in head walls and parapets clause 1106. Means a) M-10 cement concrete =89% of 161.50 2.00 150.50 Rm Drop Wall 30 2.00 6798.55 cum = 143.00 Pointing on stone work with cement sand 1:3 mix.75 Drop Wall 30 2.50 2.00 2. 318.00 397.50 ( 1.15 268. by mech.4 Curtain Wall 30 2.77 cum 2.19 679.65 sqm 198.55 sqm 247.backfilling.75 Total 6 75. a) 1000 mm dia 30 7.50 8 Supply and spreading Khak Bajri (Sandy Granular Material) 30 6.60) 2 2.65 sqm 198.00 2.40 47.0 2.00 sqm 360.40 sqm 72.50 parapet 30 1.19 15.50 Drop Wall 30 2.00 2876.protection works.00 cradle 30x 2 7.32 0.05 0.00 . 15 Surface road 65 kms Gravel Road 5 kms tkm 4.00Qt Total=650.34 Loading of Sand By Mech.65 0.27 0.01t Haulage of cement from Khrew for 135 Km Av Lead Surface road(130.41qt 1:6 Masonery = 318.10Qt or 65.3 4. from veerwan for 55 km Av lead = 147.95 Cum 11 Loading of cement by manul means M -10 cement concrete = 161.06 10 a) Surface road(50Kms) Gravel Road(5.30 b) 1323. For M-10 Cement Concrete=47% of 161.36 71.0Kms) tkm tkm 13236.84Cum for pointing=397.00 0.01 89.0Kms) .86 tkm 21461.44 1650.06 total Haulage of Sand from Johama for 70 Km Av Lead = 206.017 qt / sqm =6.022cum / Rm = 3.85 0.55Cum=75.011 cum / Rm = 1.75qt coping = 150Rm @ 0.30Cum total Haulage of stone Agg.92Cum coping = 150Rm @ 0.80 t / cum =264.72 t cum 147.55cum @ 2.85 0.07 cum @ 1.85 4.94qt pointing 1:3 mortor = 397.00Cum=120.06 Tkm 8451.03 4.03 0.65Cum for 1:6 Stone masonry=38%of 318.53 0.20q / cum = = 355.50sqm @ 0.17t Cum 206.00 cum @ 0.016q / Rm =0.07 43.02Cum/Sqm=7.03 0.08 t 65.16qt/Rm=24.60 4.36 cum @ 1.83Q / cum =263.50Sqm@0. Means.60t/ cum = 330.b) for coping = 150 Rm @ 0. 00 1125.44 NO 325.00 0.54 0.Gravel Road(5.05 4.85 0.0Kms) 12 13 14 Unloading of cement Tkm t Loading of RCC Span pipe = 66 no @ 59.54 / No = 0.06 90 59.02 65.05 90 284.0Kms) Gravel Road(5.90 Haulage of Rcc pipes for 135 km=90 No @ 2.50 lacs Assistant Executive Engineer Executive Engineer .85 1.0Kms) Unloading of RCC pipes by manual means = 90No Tkm Tkm NO Cost for one Such pipe culvert = 1.29 0.26 Total 44.00 4.50t/No =225.03 4.01 89.05 29250.0t Surface road(130.18 0.