New Analysis of Rate + Estimates

Sl No.

LEAD STATEMENT OF MATERIALS FOR NABARANGPUR BLOCK (New) Name of the Materials Total in Rs. Transportatio Distance 1st 5 KM in Next 5 KM in n media Rs. Rs Truck Truck Truck Truck Truck Truck 10 Km 10 Km 10 Km 10 KM 10 KM 10 KM 102.00 102.00 102.00 108.64 102.00 10.70 32.00 32.00 32.00 23.20 32.00 3.20 3.20 Royality 50.40 50.40 50.40 50.40 50.40 50.40 50.40 50.40 50.40 50.40 50.40 50.40 50.40 50.40 50.40 14.00 14.00 14.00 14.00 50.40 14.00 0.00 0.00 134.00 134.00 134.00 131.84 134.00 13.90 13.90 Total in Rs. 407.40 340.40 302.40 694.40 632.40 822.40 414.40 714.40 772.40 820.40 943.40 1122.40 1092.40 1176.40 828.40 196.00 193.00 188.00 1053.84 2182.40 353.00 553.90 3763.90

1 Stone product in Cum 2 Sand 3 Muroom or Gravel 4 Bricks 400 Nos 5 Brick Khoa 4 Cm size in Cum 6 Cement in Qtls 7 MS rod in Qtls Sl Name of the Materials No. 1 RRHG Stone 2 Hard Stone 3 Soiling Stone 4 40 mm size HBG metal 5 53 mm -90 mm size HBG metal 6 40 mm size CBG metal 7 50 mm size Hard metal 8 IRC Grade-I Metal ( 90mm to 45 mm) 9 IRC Grade-II Metal ( 63mm to 45 mm) 10 IRC Grade-III Metal ( 53mm to 22.4mm) 11 12 mm size HBG Chips 12 12 mm size CBG Chips 13 20 mm size CBG Chips 14 10 mm Size CBG Chips 15 6.7 mm size CBG Chips 16 Sand for Mortar 17 Sand for Filling 18 Muroom or Gravel 19 Brick (CB) / 400 Nos 20 CC Brick ( 30cmx15cmx10cm ) size /222 Nos

Truck 10 KM 10.70 BASIC COST OF MATERIALS Basic Rate in Conveyance Total Rs. 223.00 134.00 357.00 156.00 118.00 510.00 448.00 638.00 230.00 530.00 588.00 636.00 759.00 938.00 908.00 992.00 644.00 48.00 45.00 40.00 908.00 1998.00 205.00 540.00 3750.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 134.00 131.84 134.00 134.00 13.90 13.90 290.00 252.00 644.00 582.00 772.00 364.00 664.00 722.00 770.00 893.00 1072.00 1042.00 1126.00 778.00 182.00 179.00 174.00 1039.84 2132.00 339.00 553.90 3763.90

21 Brick Khoa 4 cm size 22 Cement in Qtls. 23 MS rod in Qtls.

Certified that the lead have been provided in this estimate above are correct & minimum to the best of my knowledge.

Junior Engineer Nabarangpur Block

Asst.Engineer Nabarangpur Block

Block Dev. Officer Nabarangpur Block

Analysis of Rates 2009 for 8 hour of work. 1 E/W in excavation in hard soil with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Man Mulia 21.50 Nos @ 90.00 Per No Woman mulia 21.50 Nos @ 90.00 Per No T & P , Sundries 2% Grand Total Grand Total 2 E/W in excavation in hard soil in Foundation with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Rate as per Item No.1 I.e Add 20% extra Lbour for excavation of Foundation Grand Total 3 Filling the foundation & the plinth with excavated earth well watered & rammed completely 2/3rd rate of the earth work in hard soil 4 Filling the Foundation & plinthwith sandwith well watered & rammed etc. complete. Filling Sand 1.00 Cum @ 193.00 Per Cum Man Mulia 0.12 Nos @ 90.00 Per No T & P , Sundries 2% Grand Total 5 RR stone massonary in sand grouted using stone other than granite in F & P including all cost , conveyance , royality etc. complete. Materials Stone other than Granite 1.00 Cum @ 340.40 Per Cum Filling Sand 0.24 Cum @ 193.00 Per Cum Labour Masson 2nd Class 1.41 Nos @ 116.00 Per No Man Mulia 1.06 Nos @ 90.00 Per No Woman Mulia 1.41 Nos @ 90.00 Per No Grand Total 6 RR stone massonary in sand grouted using granite stone in F & P including all cost , conveyance , royality etc. complete. Materials RRHG stone 1.00 Cum @ 407.40 Per Cum Filling Sand 0.24 Cum @ 193.00 Per Cum Labour Masson 2nd Class 1.41 Nos @ 116.00 Per No Man Mulia 1.06 Nos @ 90.00 Per No Woman Mulia 1.41 Nos @ 90.00 Per No Grand Total 7 RR stone massonary in CM (1:6) to the F&P including all cost,conveyance,royality etc. complete. Materials RRHG stone 1.00 Cum @ 407.40 Per Cum Sand for mortar 0.34 Cum @ 196.00 Per Cum Cement 0.8151 Qtl @ 553.90 Per Cum Labour Masson 1st Class 0.35 Nos @ 129.00 Per No Masson 2nd Class 1.41 Nos @ 116.00 Per No Man Mulia 1.76 Nos @ 90.00 Per No Woman Mulia 1.41 Nos @ 90.00 Per No Grand Total T & P , Sundries 2% 8 CC (1:4:8) using 4 cm size hbg metal including all cost, conveyance royality etc complete. Materials Hbg metal 40 mm size 0.96 Cum @ 694.40 Per Cum Sand for Mortar 0.48 Cum @ 196.00 Per Cum

Rs Rs Rs Rs Rs.

1935.00 1935.00 77.40 3947.40 Per 100 Cum 3947.40 Per 100 Cum

Rs. Rs. Rs. Rs.

3947.40 774.00 4721.40 Per 100 Cum 2631.60 Per 100 Cum

Rs. Rs. Rs. Rs.

193.00 11.12 4.08 208.21 Per Cum

Rs Rs Rs Rs Rs Rs.

340.40 46.32 163.56 95.40 126.90 772.58 Per Cum

Rs Rs Rs Rs Rs Rs.

407.40 46.32 163.56 95.40 126.90 839.58 Per Cum

Rs Rs Rs Rs Rs Rs Rs Rs.

407.40 66.64 451.48 45.15 163.56 158.40 126.90 1419.53 Per Cum 5.71 1425.24

Rs Rs

666.62 94.08

Cement Labour Masson 2nd Class Man Mulia Woman Mulia

1.72 Qtl

@

553.90 Per Qtl

Rs

952.71

0.18 Nos @ 2.50 Nos @ 1.40 Nos @

116.00 Per No 90.00 Per No 90.00 Per No Grand Total

Rs Rs Rs Rs. Rs Rs.

T & P , Sundries 2% Add 15% extra labour charges for 1st floor

Grand Total 9 CC (1:3:6) using 4 cm size hbg metal including all cost, conveyance royality etc complete. Materials Hbg metal 40 mm size 0.96 Cum @ 694.40 Per Cum Sand for Mortar 0.48 Cum @ 196.00 Per Cum Cement 2.29 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.18 Nos @ 116.00 Per No Man Mulia 2.50 Nos @ 90.00 Per No Woman Mulia 1.40 Nos @ 90.00 Per No Grand Total 10 CC (1:4:8) using 4 cm size cbg metal including all cost, conveyance cbg metal 40 mm size Sand for Mortar Cement Labour Masson 2nd Class Man Mulia Woman Mulia 0.96 Cum @ 0.48 Cum @ 1.72 Qtl @ 0.18 Nos @ 2.50 Nos @ 1.40 Nos @ 822.40 Per Cum 196.00 Per Cum 553.90 Per Qtl 116.00 Per No 90.00 Per No 90.00 Per No Grand Total

20.88 225.00 126.00 2085.29 Per Cum 2092.31 55.78 2148.09 Per Cum

Rs Rs Rs Rs Rs Rs Rs.

666.62 94.08 1268.43 20.88 225.00 126.00 2401.02 Per Cum

Rs Rs Rs Rs Rs Rs Rs. Rs Rs.

789.50 94.08 952.71 20.88 225.00 126.00 2208.17 Per Cum 55.78 2263.95 Per Cum

Add 15% extra labour charges for 1st floor Grand Total 11 CC (1:3:6) using 4 cm size cbg metal including all cost, conveyance cbg metal 40 mm size Sand for Mortar Cement Labour Masson 2nd Class Man Mulia Woman Mulia 0.96 Cum @ 0.48 Cum @ 2.29 Qtl @ 0.18 Nos @ 2.50 Nos @ 1.40 Nos @ 822.40 Per Cum 196.00 Per Cum 553.90 Per Qtl


789.50 94.08 1268.43 20.88 225.00 126.00 2523.90 Per Cum

116.00 Per No 90.00 Per No 90.00 Per No Grand Total 12 CC (1:2:4) using 12 mm size hbg Chips including all cost, conveyance royality etc complete. Materials Hbg Chips 12 mm size 0.90 Cum @ 943.40 Per Cum Sand for Mortar 0.45 Cum @ 196.00 Per Cum Cement 3.23 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.68 Nos @ 116.00 Per No Man Mulia 3.20 Nos @ 90.00 Per No Woman Mulia 1.40 Nos @ 90.00 Per No T & P , Sundries 2% Add 15% extra labour charges for 1st floor Grand Total


849.06 88.20 1789.10 78.88 288.00 126.00 3219.24 Per Cum 3227.52 Per Cum 73.93 3301.45 Per Cum

Grand Total 13 CC (1:2:4) using 12 mm size cbg Chips including all cost, conveyance royality etc complete. Materials Cbg Chips 12 mm size 0.90 Cum @ 1122.40 Per Cum Sand for Mortar 0.45 Cum @ 196.00 Per Cum Cement 3.23 Qtl @ 553.90 Per Qtl Labour

Rs Rs Rs

1010.16 88.20 1789.10

Masson 2nd Class Man Mulia Woman Mulia

0.68 Nos @ 3.20 Nos @ 1.40 Nos @


Add 15% extra labour charges for 1st floor

Grand Total 14 CC (1:11/2:3) using 12 mm size hbg Chips including all cost, conveyance royality etc complete. Materials Hbg Chips 12 mm size 0.90 Cum @ 943.40 Per Cum Rs Sand for Mortar 0.45 Cum @ 196.00 Per Cum Rs Cement 4.29 Qtl @ 553.90 Per Qtl Rs Labour Masson 2nd Class 0.68 Nos @ 116.00 Per No Rs Man Mulia 3.20 Nos @ 90.00 Per No Rs Woman Mulia 1.40 Nos @ 90.00 Per No Rs Rs. Grand Total Add 15% extra labour charges for 1st floor Rs Grand Total Rs. 15 CC (1:11/2:3) using 12 mm size cbg Chips including all cost, conveyance royality etc complete. Materials Cbg Chips 12 mm size 0.90 Cum @ 1122.40 Per Cum Rs Sand for Mortar 0.45 Cum @ 196.00 Per Cum Rs Cement 4.29 Qtl @ 553.90 Per Qtl Rs Labour Masson 2nd Class 0.68 Nos @ 116.00 Per No Rs Man Mulia 3.20 Nos @ 90.00 Per No Rs Woman Mulia 1.40 Nos @ 90.00 Per No Rs Rs. T & P , Sundries 2% Grand Total Add 15% extra labour charges for 1st floor Rs Grand Total Rs. 16 RCC of M-20 grade using 20 mm & down grade hard granite Cbg Chips 12 mm size including all cost , conveyance royality etc. complete.( Data for 15 Cum ) Materials Cbg Chips 20 mm size 8.10 Cum @ 1092.40 Per Cum Rs Cbg Chips 10 mm size 5.40 Cum @ 1176.40 Per Cum Rs Sand for Mortar 6.75 Cum @ 196.00 Per Cum Rs Cement 52.10 Qtl @ 553.90 Per Qtl Rs Labour Masson 2nd Class 1.50 Nos @ 116.00 Per No Rs Man Mulia 20.00 Nos @ 90.00 Per No Rs Machinery Concreete Mixer ( Cap 0.40 / 0.28 Cum ) 6.00 Hrs @ 161.00 Hr Rs Generator 33 KVA 6.00 Hrs @ 240.00 Hr Rs Rs. Rate per 1 Cum Rs T & P , Sundries 2% Grand Total Rs Add 15% extra labour charges for 1st floor Rs Grand Total Rs. 17 WBCB in CM (1:6) in superstructure including all cost, conveyance royality etc complete. Materials WBCB brick 1.00 Cum @ 1053.84 Per Cum Rs Sand for Mortar 0.28 Cum @ 196.00 Per Cum Rs Cement 0.672 Qtl @ 553.90 Per Qtl Rs Labour Masson 1st class 0.35 Nos @ 129.00 Per No Rs

Rs Rs Rs Rs. Rs Rs.

78.88 288.00 126.00 3380.34 Per Cum 73.93 3454.27 Per Cum

849.06 88.20 2376.23 78.88 288.00 126.00 3806.37 Per Cum 3814.65 73.93 3888.58 Per Cum

1010.16 88.20 2376.23 78.88 288.00 126.00 3967.47 Per Cum 3975.75 73.93 4049.68 Per Cum

8848.44 6352.56 1323.00 28858.19 174.00 1800.00

966.00 1440.00 49762.19 Per Cum 3317.48 Per Cum 3353.48 19.74 3373.22 Per Cum

1053.84 54.88 372.22 45.15

Masson 2nd Class 1.05 Nos @ Man Mulia 1.55 Nos @ Woman Mulia 1.41 Nos @ Add extra towards extra labour & scaffolding T & P , Sundries 2% Add 15% extra labour charges for 1st floor

116.00 Per No 90.00 Per No 90.00 Per No

Grand Total

Grand Total 18 12 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.015 Cum @ 196.00 Per Cum Cement 0.0358 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.14 Nos @ 116.00 Per No Man Mulia 0.05 Nos @ 90.00 Per No Woman Mulia 0.05 Nos @ 90.00 Per No T & P , Sundries 2% Add 3% extra labour charges for 1st floor Grand Total

Rs Rs Rs Rs Rs. Rs. Rs Rs.

121.80 139.50 126.90 33.00 1947.29 Per Cum 1952.62 65.00 2017.62 Per Cum

Rs Rs Rs Rs Rs Rs. Rs Rs.

2.94 19.83 16.24 4.50 4.50 48.01 Per Sqm 48.19 0.76 48.95 Per Sqm

Grand Total 19 16 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.018 Cum @ 196.00 Per Cum Cement 0.043 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.16 Nos @ 116.00 Per No Man Mulia 0.13 Nos @ 90.00 Per No Woman Mulia 0.11 Nos @ 90.00 Per No T & P , Sundries 2% Add 3% extra labour charges for 1st floor Grand Total


3.53 23.82 18.56 11.70 9.90 67.51 Per Sqm 67.94 1.20 69.14 Per Sqm

Grand Total 20 20 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.021 Cum @ 196.00 Per Cum Cement 0.057 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.16 Nos @ 116.00 Per No Man Mulia 0.13 Nos @ 90.00 Per No Woman Mulia 0.11 Nos @ 90.00 Per No Grand Total 21 20 mm CP in CM (1:4) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.021 Cum @ 196.00 Per Cum Cement 0.0744 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.16 Nos @ 116.00 Per No Man Mulia 0.13 Nos @ 90.00 Per No Woman Mulia 0.11 Nos @ 90.00 Per No T & P , Sundries 2% Add 3% extra labour charges for 1st floor Grand Total

Rs Rs Rs Rs Rs Rs.

4.12 31.57 18.56 11.70 9.90 75.85 Per Sqm

Rs Rs Rs Rs Rs Rs. Rs. Rs Rs.

4.12 41.21 18.56 11.70 9.90 85.49 Per Sqm 85.92 1.20 87.12 Per Sqm

Grand Total 22 Supplying , fitting & fixing uncoated HYSD bar reinforcement including all complete. Materials HYSD bar including 5% extra for overlap & wastage 1.05 Qtl @ 3763.90 per Qtl Binding wire 0.80 Kg @ 60.00 per Kg

Rs. Rs.

3952.10 48.00

Labour Black smith 1st Class Man Mulia T & P , Sundries 2% Add 5% extra labour for 1st floor

0.30 Nos @ 0.80 Nos @

129.00 Per No 90.00 Per No Grand Total Grand Total

Rs Rs Rs. Rs. Rs.

38.70 72.00 4110.80 Per Qtl 4112.24 5.54 4117.77 Per Qtl

23 2.50 CmM thick AS flooring in CC (1:2:4) using 12 mm size hbg Chips including all cost , conveyance , royality etc. complete Materials Hbg Chips 12 mm size 0.023 Cum @ 943.40 Per Cum Sand for Mortar 0.012 Cum @ 196.00 Per Cum Cement 0.0858 Qtl @ 553.90 Per Qtl Labour Masson 1st Class Man Mulia Woman Mulia

Rs Rs Rs

21.70 2.35 47.52

0.13 Nos @ 0.14 Nos @ 0.22 Nos @


Rs Rs Rs Rs. Rs Rs.

T & P , Sundries 2% Add 5% extra labour charges for 1st floor Grand Total 24 2.50 CmM thick Damp proof course in CC (1:2:4) using 12 mm size hbg Chips including all cost , conveyance , royality etc. complete Materials Hbg Chips 12 mm size 0.023 Cum @ 943.40 Per Cum Sand for Mortar 0.012 Cum @ 196.00 Per Cum Cement 0.0754 Qtl @ 553.90 Per Qtl Labour Masson 1st Class 0.103 Nos @ 129.00 Per No Man Mulia 0.36 Nos @ 90.00 Per No Grand Total Add 5% extra labour charges for 1st floor Grand Total 25 Rough stone dry packing in appron & rivetment using Hard stone ( 15 cm to 30 cm size ) including all cost , conveyance royality etc. complete Material Hard stone 1.00 Cum @ 340.40 Per Cum Labour Masson 1st Class 0.17 Nos @ 129.00 Per No Stone packer 0.35 Nos @ 103.00 Per No Man Mulia 0.52 Nos @ 90.00 Per No Woman Mulia 0.52 Nos @ 90.00 Per No Grand Total 26 Rough stone dry packing in appron & rivetment using RRHG stone ( 15 cm to 30 cm size ) including all cost , conveyance royality etc. complete Material RRHG stone 1.00 Cum @ 407.40 per Cum Labour Masson 1st Class 0.17 Nos @ 129.00 Per No Stone packer 0.35 Nos @ 103.00 Per No Man Mulia 0.52 Nos @ 90.00 Per No Woman Mulia 0.52 Nos @ 90.00 Per No Grand Total 27 White washing 2 coats with shell lime un slaked (Data for 93 Sqm) Material Shell Lime un slaked 18.66 Kg @ 16.00 per kg Labour

16.77 12.60 19.80 120.74 Per Cum 0.65 2.46 123.85 Per Cum


21.70 2.35 41.76 13.29 32.40 111.50 Per Sqm 2.28 113.79 Per Sqm

Rs Rs Rs Rs Rs Rs.

340.40 21.93 36.05 46.80 46.80 491.98 Per Cum

Rs Rs Rs Rs Rs Rs.

407.40 21.93 36.05 46.80 46.80 558.98 Per Cum

Rs

298.56

Masson 2nd Class Man Mulia

1.00 Nos @ 0.75 Nos @

116.00 Per No 90.00 Per No Grand Total

Rate per 1 Sqm Add 3% extra labour charges for 1st floor Grand Total

Rs Rs Rs. Rs Rs Rs.

116.00 67.50 482.06 Per Sqm 5.18 Per Sqm 0.06 5.24 Per Sqm

28 Finishing wall surface with water proofing cement paint of approved shade of 2 coats to give an even shade including cost of paint. (Data for 10 Sqm) Material Cement Paint 2.50 Kg @ 35.00 per kg Labour Painter Spl. 0.22 Nos @ 129.00 Per No Man Mulia 0.32 Nos @ 90.00 Per No Add 2% for T&P,Sundries Grand Total Rate per 1 Sqm Add 3% extra labour charges for 1st floor

Rs Rs Rs Rs Rs. Rs Rs Rs.

87.50 28.38 28.80 2.89 147.57 Per Sqm 14.76 Per Sqm 0.17 14.93 Per Sqm

Grand Total 29 Painting 2 coats with any approved paints ( Labour only) ( Data for 9.30 Sqm ) Labour Painter 1st class 1.25 Nos @ 129.00 Per No Rs 161.25 Man Mulia 1.10 Nos @ 90.00 Per No Rs 99.00 Add 2% for T&P,Sundries Rs 5.21 Grand Total Rs. 265.46 Per Sqm Rate per 1 Sqm Rs 28.54 Per Sqm Add 3% extra labour charges for 1st floor Rs 0.84 Grand Total Rs. 29.38 Per Sqm 30 Labour for laying sub-base in layers not exceeding 100 mm thick watering,compacting to the required density in OMC with PRR but excluding cost & conveyance of Sub-base materials Data for 2.83 Cum Labour Man mulia for removing from stacks,spreading & rolling 1.00 No @ 90.00 Per No Rs 90.00 Woman mulia for watering & conveyance etc. 1.50 Nos @ 90.00 Per No Rs 135.00 Machinery Add hire & running charges of PRR for consolidation considering 425 Cum of out turn with PRR per day ( 8.00 Hrs) 0.05 Hrs @ 320.00 Per Hr Rs 17.02 Add 2% for T&P, sundries Rs 4.84 Grand Total Rs. 246.86 Rate per 1 cum Rs 87.23 Per Cum 31 Providing , laying, spreading & compacting stone aggregates of specific sizes to WBM specification including spreading uniform thickness,hand packing,rolling with 3-wheeled steel rollers 8-10 tonnes in stages to proper grade & camber applying & brooming requisites type of coarse aggregates,watering & compacting to the required density as per clause 404 of MoSRT&H specification for road & bridge works. Taking out put 360 Cum A)Grade-I (using muroom or gravel ) Materials Grading-I 90 mm to 45 mm @ 1.21 Cum per 10 Sqm for compacted thickness of 100 mm thick 435.60 Cum @ 714.40 per Cum Rs 311192.64

Muroom or Gravel @ 0.30 Cum per 10 Sqm 108.00 Cum @ Cost of water 144.00 KL @ Labour Skilled Mulia 2.00 Nos @ Mulia 250.00 Nos @ Machinery Smoth 3-wheeled steel rollers @ 30 Cum per Hour 12.00 Hrs @ Water tanker 6.00 KL cap. 24.00 Hrs @

188.00 per Cum 10.00 Per KL 103.00 Per No 90.00 Per No

Rs Rs Rs Rs

20304.00 1440.00 206.00 22500.00

320.00 Per Hr 506.00 Per Hr Grand Total

Rate per 1 Cum B)Grade-II (using muroom or gravel ) Materials Grading-II 63 mm to 45 mm @ 0.91 Cum per 10 Sqm for compacted thickness of 75 mm thick 435.60 Cum @ 772.40 per Cum Rs Muroom or Gravel @ 0.22 Cum per 10 Sqm 105.59 Cum @ 188.00 per Cum Rs Cost of water 144.00 KL @ 10.00 Per KL Rs Labour Skilled Mulia 2.00 Nos @ 103.00 Per No Rs Mulia 250.00 Nos @ 90.00 Per No Rs Machinery Smoth 3-wheeled steel rollers @ 30 Cum per Hour 12.00 Hrs @ Water tanker 6.00 KL cap. 24.00 Hrs @

Rs Rs Rs. Rs.

3840.00 12144.00 371626.64 Per 360 Cum 1032.30 Per Cum

336457.44 19850.92 1440.00 206.00 22500.00

320.00 Per Hr 506.00 Per Hr Grand Total

Rs Rs Rs. Rs.

3840.00 12144.00 396438.36 Per 360 Cum 1101.22 Per Cum

Rate per 1 Cum 32 Labour for blinding road surface with sand 6 mm thick per 100 Sqm Data for 93 Sqm Labour Man Mulia 0.30 Nos @ 90.00 Per No Rs Add 2% for T&P, Sundries Rs Grand Total Rs. Rate per 100 sqm Rs. 33 Labour for spreading muroom or gravel including watering but excluding cost & conveyance of Muroom Data for 2.83 Cum Labour Man Mulia 1.00 Nos @ 90.00 Per No Rs Add 2% for T&P, Sundries Rs Grand Total Rs. Rate per 1 Cum Rs. 34 Labour for spreading metal & packing the voids with small stones & hand packing the same to proper camber including conveying , spreading of filler material & filling the interstics by spreading the same over the surface watering & consolidation with PRR including hire & running charges of PRR but excluding the cost of metal & filler material. Data for 2.83 Cum Labour Man mulia for removing from stacks,spreading metal to proper camber & turfedging 1.00 No @ 90.00 Per No Rs Woman mulia for watering & conveyance etc. 3.00 Nos @ 90.00 Per No Rs Machinery Add hire & running charges of PRR for consolidation considering 42 Cum of out turn with PRR per day ( 8.00 Hrs) 0.54 Hrs @ 320.00 Per Hr Rs Add 2% for T&P, sundries Rs Grand Total Rs.

27.00 0.54 27.54 Per 93 Sqm 29.61 Per 100 Sqm

90.00 1.80 91.80 Per 2.83 Cum 32.44 Per Cum

90.00 270.00

172.48 10.65 543.13 Per 2.83 Cum

Rate per 1 cum 35 2.50 CM thick grading concreete (1:2:2) using 6 mm size cbg chips on roof slab. Materials Cbg Chips 6 mm size 0.0169 Cum @ 828.40 Per Cum Sand for Mortar 0.0169 Cum @ 196.00 Per Cum Cement 0.1208 Qtl @ 553.90 Per Qtl Labour Masson 1st Class 0.13 Nos @ 129.00 Per No Man Mulia 0.14 Nos @ 90.00 Per No Woman Mulia 0.22 Nos @ 90.00 Per No Grand Total

Rs

191.92 Per Cum


14.00 3.31 66.91 16.77 12.60 19.80 133.39 Per Sqm

36 labour for Soling road surface with soling stone including filling the interstics with earth & rolling with HRR excluding cost & conveyance of soling stone. Data for 2.83 Cum Labour Stone Packer 0.50 Nos @ 103.00 Per No Man Mulia 0.50 Nos @ 90.00 Per No Woman Mulia 2.50 Nos @ 90.00 Per No Add 2% for T&P, Sundries Grand Total Rate per 1 Cum

Rs Rs Rs Rs Rs. Rs.

51.50 45.00 225.00 6.43 327.93 Per 2.83 Cum 115.88 Per Cum

37 Fixing Tiles in floor,treads ,steps & laying in 25 mm thick bed of cement mortar ( 1:1) jointed with neat slurrymixed with pigment to match the shade of the tiles including rubbing & polishing complete excluding cost of precast tiles. Data for 10 Sqm Materials Cement 1.8570 Qtl @ 553.90 Per Qtl Rs Cement for slurry 0.4400 Qtl @ 553.90 Per Qtl Rs Cement for grouting 0.4400 Qtl @ 553.90 Per Qtl Rs Sand 0.1300 Cum @ 196.00 Per Cum Rs Labour Masson 1st Class 2.16 Nos @ 129.00 Per No Rs Semi-Skilled Mulia 5.50 Nos @ 103.00 Per No Rs Mulia 2.16 Nos @ 90.00 Per No Rs Grand Total Rs. Rate per 1 Sqm Rs. Add for wax Polishing Rs Total Rs 38 Fixing Tiles in dados skirting& risers of steps on 12 mm thick cement plaster ( 1:3) jointed with neat slurrymixed with pigment to match the shade of the tiles including rubbing & polishing complete excluding cost of precast tiles. Data for 10 Sqm Materials Cement 0.7150 Qtl @ 553.90 Per Qtl Rs Cement for slurry 0.6600 Qtl @ 553.90 Per Qtl Rs Sand 0.1500 Cum @ 196.00 Per Cum Rs Labour Masson 1st Class 3.25 Nos @ 129.00 Per No Rs Semi-Skilled Mulia 7.60 Nos @ 103.00 Per No Rs Mulia 3.25 Nos @ 90.00 Per No Rs Grand Total Rs. Rate per 1 Sqm Rs. Add for wax Polishing Rs Total Rs

1028.59 243.72 243.72 25.48 278.64 566.50 194.40 2581.04 Per 10 Sqm 258.10 Per Sqm 8.50 Per Sqm 266.60 Per Sqm

396.04 365.57 29.40 419.25 782.80 292.50 2285.56 Per 10 Sqm 228.56 Per Sqm 8.50 Per Sqm 237.06 Per Sqm

Junior Engineer Papadahandi Block

Asst. Engineer Papadahandi Block

Block Development Officer Papadahandi Block

Analysis for Repair Works 1 Dismanteling & removing 2.50 CM thick grading concreete from roof slab cleaning the surface lowering & removing the debries within 50 mtr. Lead. Data for 9.30 Sqm Labour Man Mulia 0.75 Nos @ 90.00 Per No Rs WoMan Mulia 1.25 Nos @ 90.00 Per No Rs Woman Mulia for lifting the debries 0.25 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Sqm Rs. 2 Dismanteling & removing 2.50 CM thick AS flooring from floor including stacking the useful materials for reuse & removing the debries within 50 mtr. Lead. Data for 9.30 Sqm Labour Man Mulia 0.75 Nos @ 90.00 Per No Rs WoMan Mulia 1.25 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Sqm Rs. 3 Removing old lime or cement plaster from walls including racking out

67.50 112.50 22.50 4.05 206.55 Per 9.30 Sqm 22.21 Per Sqm

67.50 112.50 3.60 183.60 Per 9.30 Sqm 19.74 Per Sqm

joints 12 mm deep & removing the debries within 50 mtr. Lead. Data for 9.30 Sqm Labour Man Mulia 1.00 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Sqm Rs. 4 Dismanteling & removing doors & windows & vantilators including removal of frame,hinges,fastening & stacking the same for reuse & removing the debries within 50 mtr. Lead. Data for 1.00 Sqm Consider a door of (1.22M X 2.13M)=2.60 Sqm Labour Carpenter 2nd Class 0.50 Nos @ 116.00 Per No Rs Man Mulia 0.60 Nos @ 90.00 Per No Rs WoMan Mulia 1.00 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. 5 Dismanteling GCI or AC sheet roofing after carefully removing the bolts & nuts including stacking the useful materials for reuse & removing the debries within 50 mtr. Lead. Data for 9.30 Sqm Labour Fitter 2nd Class 0.25 Nos @ 116.00 Per No Rs Man Mulia 0.50 Nos @ 90.00 Per No Rs WoMan Mulia 1.00 Nos @ 90.00 Per No Rs 2% Kerosene oil , Sundries T&P etc Rs Grand Total Rs. Rate per 1 Sqm Rs. 6 Dismanteling brick massonary in lime or cement mortar under 3 mtr. Height including stacking the useful materials for reuse & removing the debries within 50 mtr. Lead. Data for 2.83 Cum Labour Man Mulia 4.00 Nos @ 90.00 Per No Rs WoMan Mulia 4.50 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Cum Rs. 7 Dismanteling brick massonary in lime or cement mortar under 3 mtr. Height including stacking the useful materials for reuse & removing the debries within 50 mtr. Lead. Data for 2.83 Cum Labour Man Mulia 4.50 Nos @ 90.00 Per No Rs WoMan Mulia 4.50 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Cum Rs.

90.00 1.80 91.80 Per 9.30 Sqm 9.87 Per Sqm

58.00 54.00 90.00 4.04 206.04 Per Sqm

29.00 45.00 90.00 3.28 167.28 Per 9.30 Sqm 17.99 Per Sqm

360.00 405.00 15.30 780.30 Per 2.83 Cum 275.72 Per Cum

405.00 405.00 16.20 826.20 Per 2.83 Cum 291.94 Per Cum


Asst. Engineer Nabarangpur Block

Block Development Officer Nabarangpur Block

Analysis of Rates 2009 for 8 hour of work. 1 E/W in excavation in hard soil with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Man Mulia 21.50 Nos @ 90.00 Per No Woman mulia 21.50 Nos @ 90.00 Per No T & P , Sundries 2% Grand Total Add extar one Lift 4.10 Nos @ 90.00 Per No T & P , Sundries 2% Grand Total 2 E/W in excavation in hard soil in Foundation with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Rate as per Item No.1 I.e Add 20% extra for excavation of Foundation Grand Total 3 CC (1:3:6) using 4 cm size hbg metal including all cost, conveyance royality etc complete. Materials


1935.00 1935.00 77.40 3947.40 Per 100 Cum 369.00 7.38 4323.78 Per 100 Cum

Rs. Rs. Rs.

3947.40 789.48 4736.88 Per 100 Cum

116.00 Per No 90.00 Per No 90.00 Per No Grand Total 4 CC (1:2:4) using 12 mm size hbg Chips including all cost, conveyance royality etc complete. Materials Hbg Chips 12 mm size 0.90 Cum @ 809.40 Per Cum Sand for Mortar 0.45 Cum @ 195.00 Per Cum Cement 3.23 Qtl @ 493.90 Per Qtl Labour Masson 2nd Class 0.68 Nos @ 116.00 Per No Man Mulia 3.20 Nos @ 90.00 Per No Woman Mulia 1.40 Nos @ 90.00 Per No Grand Total 5 Fine dressing and turfing with compact dub grasses with all Lead & lift etc Complete. Mulia 1.14 Nos @ 90.00 Per No Mulia for placing turf & ramming with thapies 0.85 Nos @ 90.00 Per No Conveyance 6.25 Cum. @ 102.00 Per Cum Sundries & Tand P 2% Total

Hbg metal 40 mm size Sand for Mortar Cement Labour Masson 2nd Class Man Mulia Woman Mulia

0.96 Cum @ 0.48 Cum @ 2.29 Qtl @ 0.18 Nos @ 2.50 Nos @ 1.40 Nos @

614.40 Per Cum 195.00 Per Cum 493.90 Per Qtl


589.82 93.60 1131.03 20.88 225.00 126.00 2186.34 Per Cum


728.46 87.75 1595.30 78.88 288.00 126.00 2904.39 Per Cum

Rs Rs Rs Rs Rs

102.60 76.05 637.50 3.57 819.72 Per 100 Sqm

Junior Engineer Papadahandi Block

Asst. Engineer Papadahandi Block

Block Development Officer Papadahandi Block

90.00 Un Skilled Labour 103.00 Semi Skilled Labour 116.00 Masson 2nd Class 129.00 Masson 1st Class

Analysis of Rates 2009 for 8 hour of work. 1 E/W in excavation in hard soil with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Man Mulia 21.50 Nos @ 90.00 Per No Rs Woman mulia 21.50 Nos @ 90.00 Per No Rs T & P , Sundries 2% Rs Grand Total Rs Grand Total Rs. 2 E/W in excavation in hard soil in Foundation with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Rate as per Item No.1 i.e Rs. Add 20% extra Lbour for excavation of Foundation Rs. Grand Total Rs. 3 Filling the Foundation & plinthwith sandwith well watered & rammed etc. complete. Filling Sand 1.00 Cum @ 193.00 Per Cum Rs. Man Mulia 0.12 Nos @ 90.00 Per No Rs. T & P , Sundries 2% Rs. Grand Total Rs. 4 RR stone massonary in CM (1:6) to the F&P including all cost,conveyance,royality etc. complete. Materials Hard stone 1.00 Cum @ 324.40 Per Cum Rs Sand for mortar 0.34 Cum @ 196.00 Per Cum Rs Cement 0.8151 Qtl @ 553.90 Per Cum Rs Labour Masson 1st Class 0.35 Nos @ 129.00 Per No Rs Masson 2nd Class 1.41 Nos @ 116.00 Per No Rs Man Mulia 1.76 Nos @ 90.00 Per No Rs Woman Mulia 1.41 Nos @ 90.00 Per No Rs Grand Total Rs. 5 CC (1:4:8) using 4 cm size hbg metal including all cost, conveyance royality etc complete. Materials Hbg metal 40 mm size 0.96 Cum @ 694.40 Per Cum Rs Sand for Mortar 0.48 Cum @ 196.00 Per Cum Rs Cement 1.72 Qtl @ 553.90 Per Qtl Rs Labour Masson 2nd Class Man Mulia Woman Mulia

1935.00 1935.00 77.40 3947.40 Per 100 Cum 3947.40 Per 100 Cum

3947.40 774.00 4721.40 Per 100 Cum

193.00 11.12 4.08 208.21 Per Cum

324.40 66.64 451.48 45.15 163.56 158.40 126.90 1336.53 Per Cum

666.62 94.08 952.71

116.00 Per No 90.00 Per No 90.00 Per No Grand Total 6 RCC of M-20 grade using 20 mm & down grade hard granite Cbg Chips 12 mm size including all cost , conveyance royality etc. complete.( Data for 15 Cum ) Materials Cbg Chips 20 mm size 8.10 Cum @ 1092.40 Per Cum Cbg Chips 10 mm size 5.40 Cum @ 1176.40 Per Cum Sand for Mortar 6.75 Cum @ 196.00 Per Cum Cement 52.10 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 1.50 Nos @ 116.00 Per No Man Mulia 20.00 Nos @ 90.00 Per No

0.18 Nos @ 2.50 Nos @ 1.40 Nos @

Rs Rs Rs Rs.

20.88 225.00 126.00 2085.29 Per Cum

Rs Rs Rs Rs Rs Rs

8848.44 6352.56 1323.00 28858.19 174.00 1800.00

Machinery Concreete Mixer ( Cap 0.40 / 0.28 Cum ) 6.00 Hrs @ Generator 33 KVA 6.00 Hrs @

161.00 Hr 240.00 Hr Grand Total

Rate per 1 Cum 7 WBCB in CM (1:6) in superstructure including all cost, conveyance royality etc complete. Materials WBCB brick 1.00 Cum @ 1053.84 Per Cum Sand for Mortar 0.28 Cum @ 196.00 Per Cum Cement 0.672 Qtl @ 553.90 Per Qtl Labour Masson 1st class 0.35 Nos @ 129.00 Per No Masson 2nd Class 1.05 Nos @ 116.00 Per No Man Mulia 1.55 Nos @ 90.00 Per No Woman Mulia 1.41 Nos @ 90.00 Per No Add extra towards extra labour & scaffolding Grand Total 8 16 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.018 Cum @ 196.00 Per Cum Cement 0.043 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.16 Nos @ 116.00 Per No Man Mulia 0.13 Nos @ 90.00 Per No Woman Mulia 0.11 Nos @ 90.00 Per No Grand Total 9 20 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.021 Cum @ 196.00 Per Cum Cement 0.057 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.16 Nos @ 116.00 Per No Man Mulia 0.13 Nos @ 90.00 Per No Woman Mulia 0.11 Nos @ 90.00 Per No Grand Total 10 20 mm CP in CM (1:4) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.021 Cum @ 196.00 Per Cum Cement 0.0744 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.16 Nos @ 116.00 Per No Man Mulia 0.13 Nos @ 90.00 Per No Woman Mulia 0.11 Nos @ 90.00 Per No Grand Total 11 Supplying , fitting & fixing uncoated HYSD bar reinforcement including all complete. Materials HYSD bar including 5% extra for overlap & wastage 1.05 Qtl @ 3763.90 per Qtl Binding wire 0.80 Kg @ 60.00 per Kg Labour Black smith 1st Class 0.30 Nos @ 129.00 Per No

Rs Rs Rs. Rs

966.00 1440.00 49762.19 Per Cum 3317.48 Per Cum

Rs Rs Rs Rs Rs Rs Rs Rs Rs.

1053.84 54.88 372.22 45.15 121.80 139.50 126.90 33.00 1947.29 Per Cum

Rs Rs Rs Rs Rs Rs.

3.53 23.82 18.56 11.70 9.90 67.51 Per Sqm

Rs Rs Rs Rs Rs Rs.

4.12 31.57 18.56 11.70 9.90 75.85 Per Sqm

Rs Rs Rs Rs Rs Rs.

4.12 41.21 18.56 11.70 9.90 85.49 Per Sqm

Rs. Rs. Rs

3952.10 48.00 38.70

90.00 Per No Grand Total 12 2.50 CmM thick AS flooring in CC (1:2:4) using 12 mm size hbg Chips including all cost , conveyance , royality etc. complete Materials Hbg Chips 12 mm size 0.023 Cum @ 943.40 Per Cum Sand for Mortar 0.012 Cum @ 196.00 Per Cum Cement 0.0858 Qtl @ 553.90 Per Qtl Labour Masson 1st Class 0.13 Nos @ 129.00 Per No Man Mulia 0.14 Nos @ 90.00 Per No Woman Mulia 0.22 Nos @ 90.00 Per No Grand Total 13 White washing 2 coats with shell lime un slaked (Data for 93 Sqm) Material Shell Lime un slaked 18.66 Kg @ 16.00 per kg Labour Masson 2nd Class 1.00 Nos @ 116.00 Per No Man Mulia 0.75 Nos @ 90.00 Per No Grand Total Rate per 1 Sqm 14 Finishing wall surface with water proofing cement paint of approved shade of 2 coats to give an even shade including cost of paint. (Data for 10 Sqm) Material Cement Paint 2.50 Kg @ 35.00 per kg Labour Painter Spl. 0.22 Nos @ 129.00 Per No Man Mulia 0.32 Nos @ 90.00 Per No Add 2% for T&P,Sundries Grand Total Rate per 1 Sqm 15 Painting 2 coats with any approved paints ( Labour only) ( Data for 9.30 Sqm ) Labour Painter 1st class 1.25 Nos @ 129.00 Per No Man Mulia 1.10 Nos @ 90.00 Per No Add 2% for T&P,Sundries Grand Total Rate per 1 Sqm

Man Mulia

0.80 Nos @

Rs Rs.

72.00 4110.80 Per Qtl


21.70 2.35 47.52 16.77 12.60 19.80 120.74 Per Cum

Rs Rs Rs Rs. Rs

298.56 116.00 67.50 482.06 Per Sqm 5.18 Per Sqm

Rs Rs Rs Rs Rs. Rs

87.50 28.38 28.80 2.89 147.57 Per Sqm 14.76 Per Sqm

Rs Rs Rs Rs. Rs

161.25 99.00 5.21 265.46 Per Sqm 28.54 Per Sqm





Analysis of Rates 2009 for 7 hour of work. 1 E/W in excavation in hard soil with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Man Mulia 24.57 Nos @ 90.00 Per No Woman mulia 24.57 Nos @ 90.00 Per No T & P , Sundries 2% Grand Total Grand Total 2 E/W in excavation in hard soil in Foundation with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Rate as per Item No.1 I.e Add 20% extra for excavation of Foundation Grand Total 3 Filling the foundation & the plinth with excavated earth well watered & rammed completely 2/3rd rate of the earth work in hard soil 4 Filling the Foundation & plinthwith sandwith well watered & rammed etc. complete. Filling Sand 1.00 Cum @ 193.00 Per Cum Man Mulia 0.14 Nos @ 90.00 Per No T & P , Sundries 2% Grand Total 5 RR stone massonary in sand grouted using stone other than granite in F & P including all cost , conveyance , royality etc. complete. Materials Stone other than Granite 1.00 Cum @ 340.40 Per Cum Filling Sand 0.24 Cum @ 193.00 Per Cum Labour Masson 2nd Class 1.61 Nos @ 116.00 Per No Man Mulia 1.21 Nos @ 90.00 Per No Woman Mulia 1.61 Nos @ 90.00 Per No Grand Total 6 RR stone massonary in sand grouted using granite stone in F & P including all cost , conveyance , royality etc. complete. Materials RRHG stone 1.00 Cum @ 407.40 Per Cum Filling Sand 0.24 Cum @ 193.00 Per Cum Labour Masson 2nd Class 1.61 Nos @ 116.00 Per No Man Mulia 1.21 Nos @ 90.00 Per No Woman Mulia 1.61 Nos @ 90.00 Per No Grand Total 7 RR stone massonary in CM (1:6) to the F&P including all cost,conveyance,royality etc. complete. Materials RRHG stone 1.00 Cum @ 407.40 Per Cum Sand for mortar 0.34 Cum @ 196.00 Per Cum Cement 0.8151 Qtl @ 553.90 Per Cum Labour Masson 1st Class 0.40 Nos @ 129.00 Per No Masson 2nd Class 1.61 Nos @ 116.00 Per No Man Mulia 2.01 Nos @ 90.00 Per No Woman Mulia 1.61 Nos @ 90.00 Per No Grand Total 8 CC (1:4:8) using 4 cm size hbg metal including all cost, conveyance royality etc complete. Materials Hbg metal 40 mm size 0.96 Cum @ 694.40 Per Cum Sand for Mortar 0.48 Cum @ 196.00 Per Cum Cement 1.72 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.205 Nos @ 116.00 Per No

Rs Rs Rs Rs Rs.

2211.30 2211.30 88.45 4511.05 Per 100 Cum 4511.05 Per 100 Cum

Rs. Rs. Rs. Rs.

4511.05 884.52 5395.57 Per 100 Cum 3007.37 Per 100 Cum

Rs. Rs. Rs. Rs.

193.00 12.60 4.11 209.71 Per Cum

Rs Rs Rs Rs Rs Rs.

340.40 46.32 186.76 108.90 144.90 827.28 Per Cum

Rs Rs Rs Rs Rs Rs.

407.40 46.32 186.76 108.90 144.90 894.28 Per Cum

Rs Rs Rs Rs Rs Rs Rs Rs.

407.40 66.64 451.48 51.47 186.76 180.90 144.90 1489.55 Per Cum

Rs Rs Rs Rs

666.62 94.08 952.71 23.78

Man Mulia Woman Mulia

2.857 Nos @ 1.60 Nos @


Add 15% extra labour charges for 1st floor Grand Total 9 CC (1:3:6) using 4 cm size hbg metal including all cost, conveyance royality etc complete. Materials Hbg metal 40 mm size 0.96 Cum @ 694.40 Per Cum Sand for Mortar 0.48 Cum @ 196.00 Per Cum Cement 2.29 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.205 Nos @ 116.00 Per No Man Mulia 2.857 Nos @ 90.00 Per No Woman Mulia 1.60 Nos @ 90.00 Per No Grand Total 10 CC (1:4:8) using 4 cm size cbg metal including all cost, conveyance royality etc complete. Materials cbg metal 40 mm size 0.96 Cum @ 822.40 Per Cum Sand for Mortar 0.48 Cum @ 196.00 Per Cum Cement 1.72 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.205 Nos @ 116.00 Per No Man Mulia 2.857 Nos @ 90.00 Per No Woman Mulia 1.60 Nos @ 90.00 Per No Grand Total Add 15% extra labour charges for 1st floor Grand Total 11 CC (1:3:6) using 4 cm size cbg metal including all cost, conveyance royality etc complete. Materials cbg metal 40 mm size 0.96 Cum @ 822.40 Per Cum Sand for Mortar 0.48 Cum @ 196.00 Per Cum Cement 2.29 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.205 Nos @ 116.00 Per No Man Mulia 2.857 Nos @ 90.00 Per No Woman Mulia 1.60 Nos @ 90.00 Per No Grand Total 12 CC (1:2:4) using 12 mm size hbg Chips including all cost, conveyance royality etc complete. Materials Hbg Chips 12 mm size 0.90 Cum @ 943.40 Per Cum Sand for Mortar 0.45 Cum @ 196.00 Per Cum Cement 3.23 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.777 Nos @ 116.00 Per No Man Mulia 3.657 Nos @ 90.00 Per No Woman Mulia 1.60 Nos @ 90.00 Per No Grand Total Add 15% extra labour charges for 1st floor Grand Total 13 CC (1:2:4) using 12 mm size cbg Chips including all cost, conveyance royality etc complete. Materials Cbg Chips 12 mm size 0.90 Cum @ 1122.40 Per Cum Sand for Mortar 0.45 Cum @ 196.00 Per Cum Cement 3.23 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.777 Nos @ 116.00 Per No Man Mulia 3.657 Nos @ 90.00 Per No Woman Mulia 1.60 Nos @ 90.00 Per No Grand Total

Rs Rs Rs. Rs Rs.

257.13 144.00 2138.32 Per Cum 63.74 2202.06 Per Cum


666.62 94.08 1268.43 23.78 257.13 144.00 2454.05 Per Cum


789.50 94.08 952.71 23.78 257.13 144.00 2261.20 Per Cum 63.74 2324.94 Per Cum


789.50 94.08 1268.43 23.78 257.13 144.00 2576.93 Per Cum


849.06 88.20 1789.10 90.13 329.13 144.00 3289.62 Per Cum 84.49 3374.11 Per Cum


1010.16 88.20 1789.10 90.13 329.13 144.00 3450.72 Per Cum

Add 15% extra labour charges for 1st floor Grand Total

Rs Rs.

84.49 3535.21 Per Cum

14 CC (1:11/2:3) using 12 mm size hbg Chips including all cost, conveyance royality etc complete. Materials Hbg Chips 12 mm size 0.90 Cum @ 943.40 Per Cum Rs Sand for Mortar 0.45 Cum @ 196.00 Per Cum Rs Cement 4.29 Qtl @ 553.90 Per Qtl Rs Labour Masson 2nd Class 0.777 Nos @ 116.00 Per No Rs Man Mulia 3.657 Nos @ 90.00 Per No Rs Woman Mulia 1.60 Nos @ 90.00 Per No Rs Grand Total Rs. Add 15% extra labour charges for 1st floor Rs Grand Total Rs. 15 CC (1:11/2:3) using 12 mm size cbg Chips including all cost, conveyance royality etc complete. Materials Cbg Chips 12 mm size 0.90 Cum @ 1122.40 Per Cum Rs Sand for Mortar 0.45 Cum @ 196.00 Per Cum Rs Cement 4.29 Qtl @ 553.90 Per Qtl Rs Labour Masson 2nd Class 0.777 Nos @ 116.00 Per No Rs Man Mulia 3.657 Nos @ 90.00 Per No Rs Woman Mulia 1.60 Nos @ 90.00 Per No Rs Grand Total Rs. Add 15% extra labour charges for 1st floor Rs Grand Total Rs. 16 RCC of M-20 grade using 20 mm & down grade hard granite Cbg Chips 12 mm size including all cost , conveyance royality etc. complete.( Data for 15 Cum ) Materials Cbg Chips 20 mm size 8.10 Cum @ 1092.40 Per Cum Rs Cbg Chips 10 mm size 5.40 Cum @ 1176.40 Per Cum Rs Sand for Mortar 6.75 Cum @ 196.00 Per Cum Rs Cement 52.10 Qtl @ 553.90 Per Qtl Rs Labour Masson 2nd Class 1.714 Nos @ 116.00 Per No Rs Man Mulia 22.857 Nos @ 90.00 Per No Rs Machinery Concreete Mixer ( Cap 0.40 / 0.28 Cum ) 6.00 Hrs @ 161.00 Hr Rs Generator 33 KVA 6.00 Hrs @ 240.00 Hr Rs Grand Total Rs. Rate per 1 Cum Rs Add 15% extra labour charges for 1st floor Rs Grand Total Rs. 17 WBCB in CM (1:6) in superstructure including all cost, conveyance royality etc complete. Materials WBCB brick 1.00 Cum @ 1053.84 Per Cum Rs Sand for Mortar 0.28 Cum @ 196.00 Per Cum Rs Cement 0.672 Qtl @ 553.90 Per Qtl Rs Labour Masson 1st class 0.40 Nos @ 129.00 Per No Rs Masson 2nd Class 1.20 Nos @ 116.00 Per No Rs Man Mulia 1.77 Nos @ 90.00 Per No Rs Woman Mulia 1.61 Nos @ 90.00 Per No Rs Add extra towards extra labour & scaffolding Rs Grand Total Rs. Add 15% extra labour charges for 1st floor Rs Grand Total Rs. 18 12 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.015 Cum @ 196.00 Per Cum Rs

849.06 88.20 2376.23 90.13 329.13 144.00 3876.75 Per Cum 84.49 3961.24 Per Cum

1010.16 88.20 2376.23 90.13 329.13 144.00 4037.85 Per Cum 84.49 4122.34 Per Cum

8848.44 6352.56 1323.00 28858.19 198.82 2057.13

966.00 1440.00 50044.14 Per 15 Cum 3336.28 Per Cum 22.56 3358.84 Per Cum

1053.84 54.88 372.22 51.60 139.20 159.30 144.90 33.00 2008.94 Per Cum 74.25 2083.19 Per Cum

2.94

Cement Labour Masson 2nd Class Man Mulia Woman Mulia

0.0358 Qtl

@

553.90 Per Qtl

Rs

19.83

0.16 Nos @ 0.057 Nos @ 0.057 Nos @


Add 3% extra labour charges for 1st floor Grand Total 19 16 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.018 Cum @ 196.00 Per Cum Cement 0.043 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.18 Nos @ 116.00 Per No Man Mulia 0.148 Nos @ 90.00 Per No Woman Mulia 0.125 Nos @ 90.00 Per No Grand Total Add 3% extra labour charges for 1st floor Grand Total 20 20 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.021 Cum @ 196.00 Per Cum Cement 0.057 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.18 Nos @ 116.00 Per No Man Mulia 0.148 Nos @ 90.00 Per No Woman Mulia 0.125 Nos @ 90.00 Per No Grand Total 21 20 mm CP in CM (1:4) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.021 Cum @ 196.00 Per Cum Cement 0.0744 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.18 Nos @ 116.00 Per No Man Mulia 0.148 Nos @ 90.00 Per No Woman Mulia 0.125 Nos @ 90.00 Per No Grand Total Add 3% extra labour charges for 1st floor Grand Total 22 Supplying , fitting & fixing uncoated HYSD bar reinforcement including all complete. Materials HYSD bar including 5% extra for overlap & wastage 1.05 Qtl @ 3763.90 per Qtl Binding wire 0.80 Kg @ 60.00 per Kg Labour Black smith 1st Class 0.34 Nos @ 129.00 Per No Man Mulia 0.91 Nos @ 90.00 Per No Grand Total Add 5% extra labour for 1st floor Grand Total 23 2.50 CmM thick AS flooring in CC (1:2:4) using 12 mm size hbg Chips including all cost , conveyance , royality etc. complete Materials Hbg Chips 12 mm size 0.023 Cum @ 943.40 Per Cum Sand for Mortar 0.012 Cum @ 196.00 Per Cum Cement 0.0858 Qtl @ 553.90 Per Qtl Labour Masson 1st Class 0.148 Nos @ 129.00 Per No Man Mulia 0.159 Nos @ 90.00 Per No

Rs Rs Rs Rs. Rs Rs.

18.56 5.13 5.13 51.59 Per Sqm 0.86 52.45 Per Sqm


3.53 23.82 20.88 13.32 11.25 72.80 Per Sqm 1.36 74.16 Per Sqm

Rs Rs Rs Rs Rs Rs.

4.12 31.57 20.88 13.32 11.25 81.14 Per Sqm


4.12 41.21 20.88 13.32 11.25 90.78 Per Sqm 1.36 92.14 Per Sqm

Rs. Rs. Rs Rs Rs. Rs. Rs.

3952.10 48.00 43.86 81.90 4125.86 Per Qtl 6.29 4132.14 Per Qtl

Rs Rs Rs Rs Rs

21.70 2.35 47.52 19.09 14.31

Woman Mulia

0.25 Nos @

90.00 Per No Grand Total

Add 5% extra labour charges for 1st floor Grand Total 24 2.50 CmM thick Damp proof course in CC (1:2:4) using 12 mm size hbg Chips including all cost , conveyance , royality etc. complete Materials Hbg Chips 12 mm size 0.023 Cum @ 943.40 Per Cum Sand for Mortar 0.012 Cum @ 196.00 Per Cum Cement 0.0754 Qtl @ 553.90 Per Qtl Labour Masson 1st Class 0.117 Nos @ 129.00 Per No Man Mulia 0.41 Nos @ 90.00 Per No Grand Total Add 5% extra labour charges for 1st floor Grand Total 25 Rough stone dry packing in appron & rivetment using Hard stone ( 15 cm to 30 cm size ) including all cost , conveyance royality etc. complete Material Hard stone 1.00 Cum @ 340.40 Per Cum Labour Masson 1st Class 0.19 Nos @ 129.00 Per No Stone packer 0.40 Nos @ 103.00 Per No Man Mulia 0.59 Nos @ 90.00 Per No Woman Mulia 0.59 Nos @ 90.00 Per No Grand Total 26 Rough stone dry packing in appron & rivetment using RRHG stone ( 15 cm to 30 cm size ) including all cost , conveyance royality etc. complete Material RRHG stone 1.00 Cum @ 407.40 per Cum Labour Masson 1st Class 0.19 Nos @ 129.00 Per No Stone packer 0.40 Nos @ 103.00 Per No Man Mulia 0.59 Nos @ 90.00 Per No Woman Mulia 0.59 Nos @ 90.00 Per No Grand Total 27 White washing 2 coats with shell lime un slaked (Data for 93 Sqm) Material Shell Lime un slaked 18.66 Kg @ 16.00 per kg Labour Masson 2nd Class 1.142 Nos @ 116.00 Per No Man Mulia 0.857 Nos @ 90.00 Per No Grand Total Rate per 1 Sqm Add 3% extra labour charges for 1st floor Grand Total 28 Finishing wall surface with water proofing cement paint of approved shade of 2 coats to give an even shade including cost of paint. (Data for 10 Sqm) Material Cement Paint 2.50 Kg @ 35.00 per kg Labour Painter Spl. 0.25 Nos @ 129.00 Per No Man Mulia 0.36 Nos @ 90.00 Per No Add 2% for T&P,Sundries Grand Total Rate per 1 Sqm Add 3% extra labour charges for 1st floor Grand Total 29 Painting 2 coats with any approved paints ( Labour only)

Rs Rs. Rs Rs.

22.50 127.48 Per Cum 2.80 130.27 Per Cum


21.70 2.35 41.76 15.09 36.90 117.81 Per Sqm 2.60 120.41 Per Sqm

Rs Rs Rs Rs Rs Rs.

340.40 24.51 41.20 53.10 53.10 512.31 Per Cum

Rs Rs Rs Rs Rs Rs.

407.40 24.51 41.20 53.10 53.10 579.31 Per Cum

Rs Rs Rs Rs. Rs Rs Rs.

298.56 132.47 77.13 508.16 Per Sqm 5.46 Per Sqm 0.07 5.53 Per Sqm

Rs Rs Rs Rs Rs. Rs Rs Rs.

87.50 32.25 32.40 3.04 155.19 Per Sqm 15.52 Per Sqm 0.19 15.71 Per Sqm

( Data for 9.30 Sqm ) Labour Painter 1st class Man Mulia Add 2% for T&P,Sundries

1.428 Nos @ 1.257 Nos @


Rate per 1 Sqm Add 3% extra labour charges for 1st floor

Grand Total 30 Labour for laying sub-base in layers not exceeding 100 mm thick watering,compacting to the required density in OMC with PRR but excluding cost & conveyance of Sub-base materials Data for 2.83 Cum Labour Man mulia for removing from stacks,spreading & rolling 1.142 No @ 90.00 Per No Rs 102.78 Woman mulia for watering & conveyance etc. 1.71 Nos @ 90.00 Per No Rs 153.90 Machinery Add hire & running charges of PRR for consolidation considering 425 Cum of out turn with PRR per day ( 8.00 Hrs) 0.05 Hrs @ 320.00 Per Hr Rs 17.02 Add 2% for T&P, sundries Rs 5.47 Grand Total Rs. 279.18 Per 2.83Cum Rate per 1 cum Rs 98.65 Per Cum 31 Providing , laying, spreading & compacting stone aggregates of specific sizes to WBM specification including spreading uniform thickness,hand packing,rolling with 3-wheeled steel rollers 8-10 tonnes in stages to proper grade & camber applying & brooming requisites type of coarse aggregates,watering & compacting to the required density as per clause 404 of MoSRT&H specification for road & bridge works. Taking out put 360 Cum A)Grade-I (using muroom or gravel ) Materials Grading-I 90 mm to 45 mm @ 1.21 Cum per 10 Sqm for compacted thickness of 100 mm thick 435.60 Cum @ 714.40 per Cum Rs 311192.64 Muroom or Gravel @ 0.30 Cum per 10 Sqm 108.00 Cum @ 188.00 per Cum Rs 20304.00 Cost of water 144.00 KL @ 10.00 Per KL Rs 1440.00 Labour Skilled Mulia 2.285 Nos @ 103.00 Per No Rs 235.36 Mulia 285.71 Nos @ 90.00 Per No Rs 25713.90 Machinery Smoth 3-wheeled steel rollers @ 30 Cum per Hour 12.00 Hrs @ 320.00 Per Hr Rs 3840.00 Water tanker 6.00 KL cap. 24.00 Hrs @ 506.00 Per Hr Rs 12144.00 Grand Total Rs. 374869.90 Per 360 Cum Rate per 1 Cum Rs. 1041.31 Per Cum B)Grade-II (using muroom or gravel ) Materials Grading-II 63 mm to 45 mm @ 0.91 Cum per 10 Sqm for compacted thickness of 75 mm thick 435.60 Cum @ 772.40 per Cum Rs 336457.44 Muroom or Gravel @ 0.22 Cum per 10 Sqm 105.59 Cum @ 188.00 per Cum Rs 19850.92 Cost of water 144.00 KL @ 10.00 Per KL Rs 1440.00 Labour Skilled Mulia 2.285 Nos @ 103.00 Per No Rs 235.36 Mulia 285.71 Nos @ 90.00 Per No Rs 25713.90 Machinery Smoth 3-wheeled steel rollers @ 30 Cum per Hour 12.00 Hrs @ 320.00 Per Hr Rs 3840.00 Water tanker 6.00 KL cap. 24.00 Hrs @ 506.00 Per Hr Rs 12144.00 Grand Total Rs. 399681.62 Per 360 Cum Rate per 1 Cum Rs. 1110.23 Per Cum

Rs Rs Rs Rs. Rs Rs Rs.

184.21 113.13 5.95 303.29 Per Sqm 32.61 Per Sqm 0.96 33.57 Per Sqm

32 Labour for blinding road surface with sand 6 mm thick per 100 Sqm Data for 93 Sqm Labour Man Mulia 0.34 Nos @ 90.00 Per No Add 2% for T&P, Sundries Grand Total Rate per 100 sqm

Rs Rs Rs. Rs.

30.60 0.61 31.21 Per 93 Sqm 33.56 Per 100 Sqm

33 Labour for spreading muroom or gravel including watering but excluding cost & conveyance of Muroom Data for 2.83 Cum Labour Man Mulia 1.142 Nos @ 90.00 Per No Rs 102.78 Add 2% for T&P, Sundries Rs 2.06 Grand Total Rs. 104.84 Per 2.83 Cum Rate per 1 Cum Rs. 37.04 Per Cum 34 Labour for spreading metal & packing the voids with small stones & hand packing the same to proper camber including conveying , spreading of filler material & filling the interstics by spreading the same over the surface watering & consolidation with PRR including hire & running charges of PRR but excluding the cost of metal & filler material. Data for 2.83 Cum Labour Man mulia for removing from stacks,spreading metal to proper camber & turfedging 1.142 No @ 90.00 Per No Rs 102.78 Woman mulia for watering & conveyance etc. 3.428 Nos @ 90.00 Per No Rs 308.52 Machinery Add hire & running charges of PRR for consolidation considering 42 Cum of out turn with PRR per day ( 8.00 Hrs) 0.54 Hrs @ 320.00 Per Hr Rs 172.48 Add 2% for T&P, sundries Rs 11.68 Grand Total Rs. 595.46 Per 2.83 Cum Rate per 1 cum Rs 210.41 Per Cum 35 2.50 CM thick grading concreete (1:2:2) using 6 mm size cbg chips on roof slab. Materials Cbg Chips 6 mm size 0.0169 Cum @ 828.40 Per Cum Rs 14.00 Sand for Mortar 0.0169 Cum @ 196.00 Per Cum Rs 3.31 Cement 0.1208 Qtl @ 553.90 Per Qtl Rs 66.91 Labour Masson 1st Class 0.148 Nos @ 129.00 Per No Rs 19.09 Man Mulia 0.159 Nos @ 90.00 Per No Rs 14.31 Woman Mulia 0.25 Nos @ 90.00 Per No Rs 22.50 Grand Total Rs. 140.13 Per Cum 36 labour for Soling road surface with soling stone including filling the interstics with earth & rolling with HRR excluding cost & conveyance of soling stone. Data for 2.83 Cum Labour Stone Packer 0.57 Nos @ 103.00 Per No Rs 58.71 Man Mulia 0.57 Nos @ 90.00 Per No Rs 51.30 Woman Mulia 2.857 Nos @ 90.00 Per No Rs 257.13 Add 2% for T&P, Sundries Rs 7.34 Grand Total Rs. 374.48 Per 2.83 Cum Rate per 1 Cum Rs. 132.33 Per Cum




Analysis for Repair Works 1 Dismanteling & removing 2.50 CM thick grading concreete from roof slab cleaning the surface lowering & removing the debries within 50 mtr. Lead. Data for 9.30 Sqm Labour Man Mulia 0.857 Nos @ 90.00 Per No Rs WoMan Mulia 1.428 Nos @ 90.00 Per No Rs Woman Mulia for lifting the debries 0.285 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Sqm Rs. 2 Dismanteling & removing 2.50 CM thick AS flooring from floor including stacking the useful materials for reuse & removing the debries within 50 mtr. Lead. Data for 9.30 Sqm Labour Man Mulia 0.857 Nos @ 90.00 Per No Rs WoMan Mulia 1.428 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Sqm Rs. 3 Removing old lime or cement plaster from walls including racking out joints 12 mm deep & removing the debries within 50 mtr. Lead. Data for 9.30 Sqm Labour Man Mulia 1.142 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Sqm Rs. 4 Dismanteling & removing doors & windows & vantilators including removal of frame,hinges,fastening & stacking the same for reuse & removing the debries within 50 mtr. Lead. Data for 1.00 Sqm Consider a door of (1.22M X 2.13M)=2.60 Sqm Labour Carpenter 2nd Class 0.57 Nos @ 116.00 Per No Rs Man Mulia 0.685 Nos @ 90.00 Per No Rs WoMan Mulia 1.142 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. 5 Dismanteling GCI or AC sheet roofing after carefully removing the bolts & nuts including stacking the useful materials for reuse & removing the debries within 50 mtr. Lead. Data for 9.30 Sqm Labour Fitter 2nd Class 0.285 Nos @ 116.00 Per No Rs Man Mulia 0.57 Nos @ 90.00 Per No Rs WoMan Mulia 1.142 Nos @ 90.00 Per No Rs 2% Kerosene oil , Sundries T&P etc Rs Grand Total Rs. Rate per 1 Sqm Rs. 6 Dismanteling brick massonary in lime or cement mortar under 3 mtr. Height

77.13 128.52 25.65 4.63 235.93 Per 9.30 Sqm 25.37 Per Sqm

77.13 128.52 4.11 209.76 Per 9.30 Sqm 22.56 Per Sqm

102.78 2.06 104.84 Per 9.30 Sqm 11.27 Per Sqm

66.12 61.65 102.78 4.61 235.16 Per Sqm

33.06 51.30 102.78 3.74 190.88 Per 9.30 Sqm 20.53 Per Sqm

including stacking the useful materials for reuse & removing the debries within 50 mtr. Lead. Data for 2.83 Cum Labour Man Mulia 4.57 Nos @ 90.00 Per No WoMan Mulia 5.14 Nos @ 90.00 Per No 2% Sundries T&P etc Grand Total Rate per 1 Cum

Rs Rs Rs Rs. Rs.

411.30 462.78 17.48 891.56 Per 2.83 Cum 315.04 Per Cum

7 Dismanteling brick massonary in lime or cement mortar under 3 mtr. Height including stacking the useful materials for reuse & removing the debries within 50 mtr. Lead. Data for 2.83 Cum Labour Man Mulia 5.14 Nos @ 90.00 Per No Rs WoMan Mulia 5.14 Nos @ 90.00 Per No Rs 2% Sundries T&P etc Rs Grand Total Rs. Rate per 1 Cum Rs.

462.60 462.60 12.60 937.80 Per 2.83 Cum 331.38 Per Cum




Analysis of Rates 2008 for 7 hour of work. 1 E/W in excavation in hard soil with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Man Mulia 24.57 Nos @ 70.00 Per No Woman mulia 24.57 Nos @ 70.00 Per No T & P , Sundries 2% Grand Total Royality of Earth for 100 Cum 100.00 Cum @ 14.00 Per Cum Grand Total 2 E/W in excavation in hard soil in Foundation with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Rate as per Item No.1 I.e Add 20% extra for excavation of Foundation Grand Total 3 Filling the foundation & the plinth with excavated earth well watered & rammed completely 2/3rd rate of the earth work in hard soil 4 Filling the Foundation & plinthwith sandwith well watered & rammed etc. complete. Filling Sand 1.00 Cum @ 193.00 Per Cum Man Mulia 0.14 Nos @ 70.00 Per No T & P , Sundries 2% Grand Total 5 CC (1:4:8) using 4 cm size hbg metal including all cost, conveyance royality etc complete. Materials Hbg metal 40 mm size 0.96 Cum @ 694.40 Per Cum Sand for Mortar 0.48 Cum @ 196.00 Per Cum Cement 1.72 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.205 Nos @ 90.00 Per No Man Mulia 2.857 Nos @ 70.00 Per No Woman Mulia 1.60 Nos @ 70.00 Per No Grand Total 6 RCC of M-20 grade using 20 mm & down grade hard granite Cbg Chips 12 mm size including all cost , conveyance royality etc. complete.( Data for 15 Cum ) Materials Cbg Chips 20 mm size 8.10 Cum @ 1092.40 Per Cum Cbg Chips 10 mm size 5.40 Cum @ 1176.40 Per Cum Sand for Mortar 6.75 Cum @ 196.00 Per Cum Cement 52.10 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 1.714 Nos @ 90.00 Per No Man Mulia 22.857 Nos @ 70.00 Per No Machinery Concreete Mixer ( Cap 0.40 / 0.28 Cum ) 6.00 Hrs @ 161.00 Hr Generator 33 KVA 6.00 Hrs @ 240.00 Hr

Rs Rs Rs Rs Rs Rs.

1719.90 1719.90 68.80 3508.60 Per 100 Cum 1400.00 4908.60 Per 100 Cum

Rs. Rs. Rs. Rs.

4908.60 981.72 5890.32 Per 100 Cum 3272.40 Per 100 Cum

Rs. Rs. Rs. Rs.

193.00 9.80 4.06 206.86 Per Cum


666.62 94.08 952.71 18.45 199.99 112.00 2043.85 Per Cum

Rs Rs Rs Rs Rs Rs

8848.44 6352.56 1323.00 28858.19 154.26 1599.99

Rs Rs

966.00 1440.00

Grand Total Rate per 1 Cum 7 CC (1:2:4) using 12 mm size hbg Chips including all cost, conveyance royality etc complete. Materials Hbg Chips 12 mm size 0.90 Cum @ 943.40 Per Cum Sand for Mortar 0.45 Cum @ 196.00 Per Cum Cement 3.23 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.777 Nos @ 90.00 Per No Man Mulia 3.657 Nos @ 70.00 Per No Woman Mulia 1.60 Nos @ 70.00 Per No Grand Total 8 12 mm CP in CM (1:6) including all cost , conveyance , royality etc. complete. Materials Sand for Mortar 0.015 Cum @ 196.00 Per Cum Cement 0.0358 Qtl @ 553.90 Per Qtl Labour Masson 2nd Class 0.16 Nos @ 90.00 Per No Man Mulia 0.057 Nos @ 70.00 Per No Woman Mulia 0.057 Nos @ 70.00 Per No Grand Total 9 Supplying , fitting & fixing uncoated HYSD bar reinforcement including all complete. Materials HYSD bar including 5% extra for overlap & wastage 1.05 Qtl @ 3763.90 per Qtl Binding wire 0.80 Kg @ 60.00 per Kg Labour Black smith 1st Class 0.34 Nos @ 100.00 Per No Man Mulia 0.91 Nos @ 70.00 Per No Grand Total

Rs. Rs

49542.44 Per 15 Cum 3302.83 Per Cum


849.06 88.20 1789.10 69.93 255.99 112.00 3164.28 Per Cum

Rs Rs Rs Rs Rs Rs.

2.94 19.83 14.40 3.99 3.99 45.15 Per Sqm

Rs. Rs. Rs Rs Rs.

3952.10 48.00 34.00 63.70 4097.80 Per Qtl




10 Labour for laying sub-base in layers not exceeding 100 mm thick watering,compacting to the required density in OMC

with PRR but excluding cost & conveyance of Sub-base materials Data for 2.83 Cum Labour Man mulia for removing from stacks,spreading & rolling 1.142 No @ 70.00 Per No Rs 79.94 Woman mulia for watering & conveyance etc. 1.71 Nos @ 70.00 Per No Rs 119.70 Machinery Add hire & running charges of PRR for consolidation considering 425 Cum of out turn with PRR per day ( 8.00 Hrs) 0.05 Hrs @ 320.00 Per Hr Rs 17.02 Add 2% for T&P, sundries Rs 4.33 Grand Total Rs. 221.00 Per 2.83Cum Rate per 1 cum Rs 78.09 Per Cum 11 Labour for spreading muroom or gravel including watering but excluding cost & conveyance of Muroom Data for 2.83 Cum Labour Man Mulia 1.142 Nos @ 70.00 Per No Rs 79.94 Add 2% for T&P, Sundries Rs 1.60 Grand Total Rs. 81.54 Per 2.83 Cum Rate per 1 Cum Rs. 28.81 Per Cum 12 Labour for spreading metal & packing the voids with small stones & hand packing the same to proper camber including conveying , spreading of filler material & filling the interstics by spreading the same over the surface watering & consolidation with PRR including hire & running charges of PRR but excluding the cost of metal & filler material. Data for 2.83 Cum Labour Man mulia for removing from stacks,spreading metal to proper camber & turfedging 1.142 No @ 70.00 Per No Rs 79.94 Woman mulia for watering & conveyance etc. 3.428 Nos @ 70.00 Per No Rs 239.96 Machinery Add hire & running charges of PRR for consolidation considering 42 Cum of out turn with PRR per day ( 8.00 Hrs) 0.54 Hrs @ 320.00 Per Hr Rs 172.48 Add 2% for T&P, sundries Rs 9.85 Grand Total Rs. 502.23 Per 2.83 Cum Rate per 1 cum Rs 177.47 Per Cum ANALYSIS FOR CENTERING & SHUTTERING WORK ( FOR 7 HRS OF WORK) 1 Rigid and smooth centering and shutering for RCC Works. a) For foundation and plinth band footings base of column mass concrete, pre-cast slab. Data for 10.00 Sqm. 25mm thick Non-sal planks 0.267 Cum. @ 16600.00 per mtr Rs 4432.20 80 mm dia Non-sal bullah 12.60 Mtr. @ 42.00 per cum Rs 529.20 Carriage of wood 0.3284 Cum. @ 111.20 per cum Rs 36.52 Considering the materials to Total Rs 4997.92 be used for 10 times for once Rs 499.79 Carpenter 2nd class 0.57 Nos. @ 90.00 per No Rs 51.30 Semi skilled Mulia 0.57 Nos. @ 80.00 per No Rs 45.60 Total Rs 596.69 Hence for One Sqm. Rs 59.67 Per Sqm




Analysis of Rates 2008 for 7 hour of work. 1 E/W in excavation in hard soil with initial lead & lift including rough dressing & breaking clods etc. complete. Data for 100 Cum Man Mulia 24.57 Nos @ 70.00 Per No Rs Woman mulia 24.57 Nos @ 70.00 Per No Rs T & P , Sundries 2% Rs Grand Total Rs Royality of Earth for 100 Cum 100.00 Cum @ 14.00 Per Cum Rs Grand Total Rs. 2 E/W in ordinary type of soil within initial lead & lift including rough dressing levelling,breaking clods & deposited the soil on the road / embankment of the tank/WHS as directed by EIC. Ref to Letter No. 22238 Dated. 25.11.2006 & Letter No.22898 Dated 06.12.2006 of Director,Spl. Project,Panchayatiraj Deptt.Govt. of Orissa Data for 2.83 Cum Initial Rate Rs. Add 2 % for T&P Rs. Total Rs. Add for royality 2.83 Cum @ 14.00 Per Cum Rs. G.Total Rs. 3 Labour for spreading muroom or gravel including watering but excluding cost & conveyance of Muroom Data for 2.83 Cum Labour Man Mulia 1.142 Nos @ 70.00 Per No Rs Add 2% for T&P, Sundries Rs Grand Total Rs. Rate per 1 Cum Rs. 4 labour for Soling road surface with soling stone including filling the interstics with earth & rolling with HRR excluding cost & conveyance of soling stone. Data for 2.83 Cum Labour Stone Packer 0.57 Nos @ 80.00 Per No Rs Man Mulia 0.57 Nos @ 70.00 Per No Rs Woman Mulia 2.857 Nos @ 70.00 Per No Rs Add 2% for T&P, Sundries Rs Grand Total Rs. Rate per 1 Cum Rs.

1719.90 1719.90 68.80 3508.60 Per 100 Cum 1400.00 4908.60 Per 100 Cum

100.00 2.00 102.00 39.62 141.62 Per 2.83 Cum

79.94 1.60 81.54 Per 2.83 Cum 28.81 Per Cum

45.60 39.90 199.99 5.71 291.20 Per 2.83 Cum 102.90 Per Cum







1

ANALYSIS FOR CENTERING & SHUTTERING WORK ( FOR NREGS WORK) Rigid and smooth centering and shutering for RCC Works. a) For foundation and plinth band footings base of column mass concrete, pre-cast slab. Data for 10.00 Sqm. 25mm thick Non-sal planks 0.267 Cum. @ Rs 16600.00 per Cum. = Rs 4432.20 80 mm dia Non-sal bullah 12.60 Mtr. @ Rs 42.00 per Mtr. = Rs 529.20 Carriage of wood 0.3284 Cum. @ Rs 111.20 per Cum. = Rs 36.52 Considering the materials to = Rs 4997.92 be used for 10 times for once = Rs 499.79 Carpenter 2nd class 0.57 Nos. @ Rs 116.00 per each = Rs 66.12 Semi skilled Mulia 0.57 Nos. @ Rs 103.00 per each = Rs 58.71 Total = Rs 624.62 Hence for One Sqm. = Rs 62.46 Per Sqm Add for 20% extra for 1st Floor Rs 12.49 Total Rs 74.95 Per Sqm b) For RCC lintels Data for 7.80 Sqm. 38mm thick Non-sal planks 0.413 Cum. @ Rs 16600.00 per Cum. = Rs 6855.80 120 mm dia Non-sal bullah 21.00 Mtr. @ Rs 65.00 per Mtr. = Rs 1365.00 Carriage of wood 0.6890 Cum. @ Rs 111.20 per Cum. = Rs 76.62 Considering the materials to = Rs 8297.42 be used for 10 times for once = Rs 829.74 Carpenter 2nd class 1.428 Nos. @ Rs 116.00 per each = Rs 165.65 Semi skilled Mulia 1.428 Nos. @ Rs 103.00 per each = Rs 147.08 Total = Rs 1142.47 Hence for One Sqm. = Rs 146.47 Per Sqm Add for 20% extra for 1st Floor Rs 29.29 Total Rs 175.77 Per Sqm c) For RCC floor,roof slab landings,sun shades& Chajjas Data for 9.00 Sqm. Non sal wood scantling 0.112 Cum. @ Rs 16600.00 per Cum. = Rs 1859.20 38 mm thick Non-sal planks 0.34 Cum. @ Rs 16600.00 per Cum. = Rs 5644.00 120 mm dia Non-sal bullah 56.00 Mtr. @ Rs 65.00 per Mtr. = Rs 3640.00 Carriage of wood 1.142 Cum. @ Rs 111.20 per Cum. = Rs 126.99 Considering the materials to = Rs 11270.19 be used for 10 times for once = Rs 1127.02 Carpenter 2nd class 3.142 Nos. @ Rs 116.00 per each = Rs 364.47 Semi skilled Mulia 3.142 Nos. @ Rs 103.00 per each = Rs 323.63 Total = Rs 1815.12 Hence for One Sqm. = Rs 201.68 Per Sqm Add for 20% extra for 1st Floor Rs 40.34 Total Rs 242.02 Per Sqm d) For RCC beam,column grider,brassmers etc. Data for 4.20 Sqm. 80 mm dia Sal bullah for bracing 8.00 Mtr. @ Rs 86.00 per Cum. = Rs 688.00 38 mm thick Non-sal planks 0.218 Cum. @ Rs 16600.00 per Cum. = Rs 3618.80 120 mm dia Sal bullah 15.20 Mtr. @ Rs 86.00 per Mtr. = Rs 1307.20 Carriage of wood 0.456 Cum. @ Rs 111.20 per Cum. = Rs 50.71 Considering the materials to = Rs 5664.71 be used for 10 times for once = Rs 566.47 Carpenter 2nd class 3.142 Nos. @ Rs 116.00 per each = Rs 364.47 Semi skilled Mulia 3.142 Nos. @ Rs 103.00 per each = Rs 323.63 Total = Rs 1254.57 Hence for One Sqm. = Rs 298.71 Per Sqm Add for 20% extra for 1st Floor Rs 59.74 Total Rs 358.45 Per Sqm




1

ANALYSIS FOR CENTERING & SHUTTERING WORK ( FOR GENERAL WORK) Rigid and smooth centering and shutering for RCC Works. a) For foundation and plinth band footings base of column mass concrete, pre-cast slab. Data for 10.00 Sqm. 25mm thick Non-sal planks 0.267 Cum. @ Rs 16600.00 per Cum. = Rs 4432.20 80 mm dia Non-sal bullah 12.60 Mtr. @ Rs 42.00 per Mtr. = Rs 529.20 Carriage of wood 0.3284 Cum. @ Rs 111.20 per Cum. = Rs 36.52 Considering the materials to = Rs 4997.92 be used for 10 times for once = Rs 499.79 Carpenter 2nd class 0.50 Nos. @ Rs 116.00 per each = Rs 58.00 Semi skilled Mulia 0.50 Nos. @ Rs 103.00 per each = Rs 51.50 Total = Rs 609.29 Hence for One Sqm. = Rs 60.93 Per Sqm Add for 20% extra for 1st Floor Rs 12.19 Total Rs 73.12 Per Sqm b) For RCC lintels Data for 7.80 Sqm. 38mm thick Non-sal planks 0.413 Cum. @ Rs 16600.00 per Cum. = Rs 6855.80 120 mm dia Non-sal bullah 21.00 Mtr. @ Rs 65.00 per Mtr. = Rs 1365.00 Carriage of wood 0.6890 Cum. @ Rs 111.20 per Cum. = Rs 76.62 Considering the materials to = Rs 8297.42 be used for 10 times for once = Rs 829.74 Carpenter 2nd class 1.25 Nos. @ Rs 116.00 per each = Rs 145.00 Semi skilled Mulia 1.25 Nos. @ Rs 103.00 per each = Rs 128.75 Total = Rs 1103.49 Hence for One Sqm. = Rs 141.47 Per Sqm Add for 20% extra for 1st Floor Rs 28.29 Total Rs 169.77 Per Sqm c) For RCC floor,roof slab landings,sun shades& Chajjas Data for 9.00 Sqm. Non sal wood scantling 0.112 Cum. @ Rs 16600.00 per Cum. = Rs 1859.20 38 mm thick Non-sal planks 0.34 Cum. @ Rs 16600.00 per Cum. = Rs 5644.00 120 mm dia Non-sal bullah 56.00 Mtr. @ Rs 65.00 per Mtr. = Rs 3640.00 Carriage of wood 1.142 Cum. @ Rs 111.20 per Cum. = Rs 126.99 Considering the materials to = Rs 11270.19 be used for 10 times for once = Rs 1127.02 Carpenter 2nd class 2.75 Nos. @ Rs 116.00 per each = Rs 319.00 Semi skilled Mulia 2.75 Nos. @ Rs 103.00 per each = Rs 283.25 Total = Rs 1729.27 Hence for One Sqm. = Rs 192.14 Per Sqm Add for 20% extra for 1st Floor Rs 38.43 Total Rs 230.57 Per Sqm d) For RCC beam,column grider,brassmers etc. Data for 4.20 Sqm. 80 mm dia Sal bullah for bracing 8.00 Mtr. @ Rs 86.00 per Cum. = Rs 688.00 38 mm thick Non-sal planks 0.218 Cum. @ Rs 16600.00 per Cum. = Rs 3618.80 120 mm dia Sal bullah 15.20 Mtr. @ Rs 86.00 per Mtr. = Rs 1307.20 Carriage of wood 0.456 Cum. @ Rs 111.20 per Cum. = Rs 50.71 Considering the materials to = Rs 5664.71 be used for 10 times for once = Rs 566.47 Carpenter 2nd class 2.75 Nos. @ Rs 116.00 per each = Rs 319.00 Semi skilled Mulia 2.75 Nos. @ Rs 103.00 per each = Rs 283.25 Total = Rs 1168.72 Hence for One Sqm. = Rs 278.27 Per Sqm Add for 20% extra for 1st Floor Rs 55.65 Total Rs 333.92 Per Sqm





DETAILED ANALYSIS 1 E/W in ordinary type of soil within initial lead & lift including rough dressing levelling,breaking clods & deposited the soil on the road / embankment of the tank/WHS as directed by EIC. Ref to Letter No. 22238 Dated. 25.11.2006 & Letter No.22898 Dated 06.12.2006 of Director,Spl. Project,Panchayatiraj Deptt.Govt. of Orissa Data for 2.83 Cum Initial Rate Add 2 % for T&P Total For extra lift of 1.50 mtr. Total For two extra lift Initial Rate Total For three extra lift Initial Rate Total For Four extra lift Initial Rate Total For Five extra lift Initial Rate

Rs. Rs. Rs. (+) Rs. Rs. Rs. (+) Rs.

100.00 2.00 102.00 8.12 110.12 102.00 16.24 118.24 102.00 24.36 126.36 102.00 32.48 134.48 102.00 40.60 142.60

Rs. (+) Rs.

Rs. (+) Rs.

Rs. (+) Rs.

Total 2 E/W in Hard type of soil within initial lead & lift including rough dressing levelling,breaking clods & deposited the soil on the road / embankment of the tank/WHS as directed by EIC. Ref to Letter No. 22238 Dated. 25.11.2006 & Letter No.22898 Dated 06.12.2006 of Director,Spl. Project,Panchayatiraj Deptt.Govt. of Orissa Data for 2.83 Cum Initial Rate Add 2 % for T&P Total For one extra lift of 1.50 mtr. Total For two extra lift Initial Rate Total For three extra lift Initial Rate Total For Four extra lift Initial Rate Total Initial Rate Total 3 E/W in Stoney type of soil within initial lead & lift including rough dressing


135.00 2.70 137.70 8.12 145.82 137.70 16.24 153.94 137.70 24.36 162.06 137.70 32.48 170.18 137.70 40.60 178.30

Rs. (+) Rs.

Rs. (+) Rs. Rs. (+) Rs.

For Five extra lift

levelling,breaking clods & deposited the soil on the road / embankment of the tank/WHS as directed by EIC. Ref to Letter No. 22238 Dated. 25.11.2006 & Letter No.22898 Dated 06.12.2006 of Director,Spl. Project,Panchayatiraj Deptt.Govt. of Orissa Data for 2.83 Cum Initial Rate Add 2 % for T&P Total For one extra lift of 1.50 mtr. Total For two extra lift Initial Rate Total For three extra lift Initial Rate Total For Four extra lift Initial Rate Total For Five extra lift Initial Rate Total 5 Extra 39.60 340.40 per 129.00 per 103.00 per 90.00 per Total Cum. each each each


210.00 4.20 214.20 8.12 222.32 214.20 16.24 230.44 214.20 24.36 238.56 214.20 32.48 246.68 214.20 40.60 254.80

Rs. (+) Rs.

Rs. (+) Rs.

Rs. (+) Rs.

4 Extra lead Calculation 1 Extra 2 Extra 3 Extra 4 Extra Lead @ 25 mtr each 7.84 12.88 20.80 29.70 5 Rough stone dry packing in appron and revetment usingStone 1 cum @ Rs hard stone mason spl. 0.19 Nos. @ Rs Stone packer 0.4 Nos. @ Rs Mulia 1.19 Nos. @ Rs Sundries & Tand P 2%

= = = = = =

Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs

340.40 25.03 41.20 106.92 10.27 523.82 102.60 76.05 637.50 16.32 832.47 per100 Sqm

6 Fine dressing and turfing with Mulia 1.14 Nos. @ Rs 90.00 per each = compact dub grasses with all mulia for placing turf and ramming with thapies lead and lift. 0.85 Nos. @ Rs 90.00 per each = conveyance 6.25 Cum @ Rs 102.00 per Cum. = Sundries & Tand P 2% = Total =

JUNIOR ENGINEER NABARANGPUR BLOCK

ASST. ENGINEER NABARANGPUR BLOCK

BLOCK DEV.OFFICER NABARANGPUR BLOCK

90.00 un-skilled Labour 103.00 semi-skilled Labour 116.00 Masson 2nd Class 129.00 Masson 1st Class 493.90 Cost of cement

DETAILED ESTIMATE FOR THE WORK:-"IMPV. OF ROAD FROM DEODARA TO MALEKOTE ". Est.Cost:- Rs.40,00 1 Collecting , conveying,supplying of good quality Soling stone & stacking on the road side with box heap of size (1.50X1.50X0.50) mtr to be measured as (1.50X1.50X0.44) mtr as 1 Cum Road 1X 133.00 X 3.60 X 0.15 = 71.82 Cum @ Rs. 297.68 Per Cum Rs 2 Collecting , conveying,supplying of good quality murrom or gravel & stacking on the road side with box heap of size (1.50X1.50X0.50) mtr to be measured as (1.50X1.50X0.44) mtr as 1 Cum Road Sub base 1X 233.00 X 3.60 X 0.07 = 58.72 Cum @ Rs. 186.40 Per Cum Rs 3 Labour for soling road surface with soling stone including filling the interstics with murrom including watering etc complete. Road 1X 133.00 X 3.60 X 0.15 = 71.82 Cum @ Rs. 90.11 Per Cum Rs 4 Labour for spreading murrom on the road surface including watering etc complete. Road 1X 233.00 X 3.60 X 0.07 = 58.72 Cum @ Rs. 25.23 Per Cum Rs Grand Total Rs. Limitted to Rs. (Rupees Forty Thousand On Technically Sanctioned for Rs.40,000/(Rupees Forty Thousand Only) Junior Engineer Nabarangpur Block Junior Engineer Nabarangpur Administratively approved for Rs.40,000/(Rupees Forty Thousand Only)

Sarapanch Chattahandi GP.

DETAILED ESTIMATE FOR THE WORK:-"CONST. OF GUARD WALL AND CULVERT ON THE ROAD FROM PILIKA CHHAK TO TRILIAMBAGUDA IN TARAGAM GP ". Est.Cost:- Rs.5,00,000/1 E/W excavation in foundation with initial lead of 50 mtr.& initial lift of 1.50 mtr including rough dressing & breaking the clods & deposited the soil as directed by the EIC. U/S Cutoff 1X 9.40 X D/S Cutoff 1X 9.40 X Abutment 2X 3.60 X Bed 1X 3.60 X Guard wall 1X 113.50 X @ Rs. 5084.20 Per 100 Cum 2 Sand filling to the foundation & plinth with watering , ramming including all cost,conveyance,royality etc. complete U/S Cutoff 1X 9.40 X D/S Cutoff 1X 9.40 X Abutment 2X 3.60 X Bed 1X 3.60 X Guard wall 1X 113.50 X @ Rs. 181.00 Per Cum 3 CC (1:4:8) using40 mm size hbg metal including all cost,conveyance

1.00 X 1.00 X 1.20 X 2.70 X 1.00 X Total

1.00 = 1.50 = 1.20 = 0.45 = 1.00 = =

9.40 Cum 14.10 Cum 10.37 Cum 4.37 Cum 113.50 Cum 151.74 Cum Rs

1.00 X 1.00 X 1.20 X 2.70 X 1.00 X Total

0.10 = 0.10 = 0.10 = 0.10 = 0.10 = =

0.94 Cum 0.94 Cum 0.86 Cum 0.97 Cum 11.35 Cum 15.07 Cum Rs

royality etc.complete U/S Cutoff D/S Cutoff Abutment Bed Wing Wall Guard wall

1X 1X 1X 1X 2X 2X 1X 4X 1X 1X

9.40 X 1.00 X 9.40 X 1.00 X 9.40 X 1.00 X 9.40 X 1.00 X 3.60 X 1.20 X 6.00 X 1.00+0.60/2 X 3.60 X 2.70 X 2.00 X 1.00+0.60/2 X 113.50 X 1.00 X 113.50 X 0.90+0.45/2 X Total

0.15 = 0.75 = 0.15 = 0.95 = 0.95 = 2.40 = 0.25 = 2.40 = 0.10 = 1.95 =

@ Rs. 1622.80 Per Cum 4 RCC of M-20 grade using 20 mm & down graded cbg chips including all Cost,Conveyance , royality etc complete. Pier cap 2X 6.00 X 0.60 X 2X 6.00 X 0.23 X Slab 1X 6.00 X 3.75 X Total @ Rs. 2554.95 Per Cum

1.41 Cum 7.05 Cum 1.41 Cum 8.93 Cum 8.21 Cum 23.04 Cum 2.43 Cum 15.36 Cum 11.35 Cum 149.39 Cum 228.58 Cum Rs

0.15 = 0.20 = 0.35 = =

1.08 Cum 0.55 Cum 7.88 Cum 9.51 Cum Rs

5 Rigid & smooth centering,shuttering for PCC work & dismanteling them after casting etc. complete. i) Abutment 2X 2X 6.00 X Wingwall 4X 2X 2.00 X U/S cutoff 1X 2X 9.40 X D/S cutoff 1X 2X 9.40 X Guard wall 1X 2X 113.50 X @ Rs. 54.90 Per Sqm 6 Supplying,fitting,fixing of HYSD bar reinforcement Qty 8 Qtl @ Rs. 4993.45 per Qtl 7 12 mm CP in CM (1:6) to the Super structure Abutment 2X 6.00 X Wingwall 4X 2.00 X Guard wall 2X 113.50 X @ Rs. 36.95 Per Sqm 8 PCC (1:2:4) using 12 mm size hbg chips including all complete. Bed 1X 6.00 X Guard wall 1X 113.50 X @ Rs. 2448.50 Per Cum 9 Provision for Work Sign board & Photograph

2.40 3.40 0.75 0.95 1.95 Total

= = = = = =

57.60 54.40 14.10 17.86 442.65 Sqm 586.61 Sqm Rs Rs

2.40 2.40 1.20 Total

= = = =

28.80 Sqm 19.20 Sqm 272.40 Sqm 320.40 Sqm Rs 1.35 Cum 2.55 Cum 3.90 Cum Rs Rs. Rs. Rs.

3.00 X 0.45 X Total

0.08 = 0.05 = =

Grand Total Limitted to (Rupees Five Lakh Only) Technically Sanctioned for Rs.5,00,000/(Rupees Five Lakh Only)

Junior Engineer Nabarangpur Block Asst. Engineer

Nabarangpur Block Administratively approved for Rs.5,00,000/(Rupees Five Lakh Only)

Block Dev. Officer Nabarangpur

DETAILED ESTIMATE FOR THE WORK:-"CONST. OF GUARD WALL AT BHATIGAM IN BAGHSIUNIGP." Est.Cost:- Rs.2,50,000/1 E/W excavation in foundation with initial lead of 50 mtr.& initial lift of 1.50 mtr including rough dressing & breaking the clods & deposited the soil as directed by the EIC.

1X 81.00 X 1.00 X @ Rs. 5084.2 Per 100 Cum 2 Sand filling to the foundation & plinth with watering , ramming including all cost,conveyance,royality etc. complete Guard wall 1X 81.00 X 1.00 X @ Rs. 181.00 Per Cum 3 CC (1:4:8) using40 mm size hbg metal including all cost,conveyance royality etc.complete Guard wall 1X 81.00 X 1.00 X 1X 81.00 X 0.90+0.45/2 X Total @ Rs. 1622.80 Per Cum 4 Rigid & smooth centering,shuttering for PCC work & dismanteling them after casting etc. complete. Guard wall 2X 2X 81.00 X @ Rs. 54.90 Per Sqm 5 12 mm CP in CM (1:6) to the Super structure Guard wall 2X 81.00 X @ Rs. 36.95 Per Sqm 6 PCC (1:2:4) using 12 mm size hbg chips including all complete. Guard wall 2X 81.00 X @ Rs. 2448.50 Per Cum 7 Provision for Work Sign board & Photograph

Guard wall

1.00 =

81.00 Cum Rs

0.10 =

8.10 Cum Rs

0.15 = 1.95 =

12.15 Cum 106.62 Cum 118.77 Cum Rs

1.95

=

631.80 Sqm Rs 194.40 Sqm Rs 3.65 Cum 3.65 Cum Rs Rs. Rs. Rs.

1.20

=

0.45 X Total

0.05 =

Grand Total Limitted to (Rupees Two Lakh Fifty Thousand Only) Technically Sanctioned for Rs.2,50,000/(Rupees Two Lakh Fifty Thousand Only)

Junior Engineer Nabarangpur Block Asst. Engineer Nabarangpur Block Administratively approved for Rs.2,50,000/(Rupees Two Lakh Fifty Thousand Only)


DETAILED ESTIMATE FOR THE WORK:-"RENOVATION OF SHOW ROOM CUM WSHG TRAINING CENTRE AT OLD HOSPITAL PREMISES , NABARANGPUR". Est.Cost:- Rs.2,00,00 1 E/W excavation in foundation with initial lead of 50 mtr.& initial lift of 1.50 mtr including rough dressing & breaking the clods & deposited the soil as directed by the EIC. 1X 2.50 X 1.60 X @ Rs. 4721.40 Per 100 Cum 2 CC (1:4:8) using40 mm size hbg metal including all cost,conveyance royality etc.complete 1X 1X 4.50 X 8.00 X 8.00 X 2.00 X Total @ Rs. 2085.29 Per Cum 3 Dismanteling & removing AS flooring from floors including stacking the materials for reuse & removing the debries within 50 mtr lead per sqm 1X 4.65 X 1X 4.65 X 1X 3.20 X 1X 5.40 X 1X 3.60 X 1X 1.50 X 1X 3.70 X 2.50 = 10.00 Cum Rs

0.15 = 0.15 = =

5.40 Cum 2.40 Cum 7.80 Cum Rs

2.75 4.00 4.90 2.60 2.00 2.35 5.50 Total

= = = = = = = =

@ Rs. 15.35 Per Sqm 4 Dismanteling & removing old grading plaster from roof including stacking the materials for reuse & removing the debries within 50 mtr lead per Sqm. 1X 9.10 X 4.80 1X 4.70 X 10.80 1X 6.00 X 2.90 1X 1.80 X 2.00 1X 11.80 X 7.25 1X 2.65 X 4.40 1X 2.40 X 3.20 Total Deduct 1X 2.20 X 2.20 Net @ Rs. 11.90 Per Sqm 5 WBCB in CM (1:6) to the super structure including all cost conveyance , royality etc complete. 1X 2X 2X 2X 2X 1X 2X 2.65 X 1.50 X 2.35 X 2.50 X 1.14 X 5.20 X 3.60 X 0.23 X 0.23 X 0.23 X 0.23 X 0.23 X 0.23 X 0.23 X

12.79 Sqm 18.60 Sqm 15.68 Sqm 14.04 Sqm 7.20 Sqm 3.53 Sqm 20.35 Sqm 92.18 Sqm Rs

= = = = = = = = = =

43.68 Sqm 50.76 Sqm 17.40 Sqm 3.60 Sqm 85.55 Sqm 11.66 Sqm 7.68 Sqm 220.33 Sqm 4.84 Sqm 215.49 Sqm Rs

2.00 = 0.60 = 0.60 = 1.80 = 1.80 = 1.35 = 0.60 =

1.22 Cum 0.41 Cum 0.65 Cum 2.07 Cum 0.94 Cum 1.61 Cum 0.99 Cum

2X Deduction Door

2.00 X

0.23 X Total

0.60 = = 2.00 =

0.55 Cum 8.46 Cum 1.10 1.10 Cum 7.35 Cum Rs

2X

1.20 X

0.23 X Total Net Qty

@

Rs.

1947.29 Per Cum

6 12 mm CP in CM (1:6) to the Super structure 1X 2X 2X 2X 2X 1X 2X 2X 2.65 X 1.50 X 2.35 X 2.50 X 1.14 X 5.20 X 3.60 X 2.00 X 2X 2X 2X 2X 2X 2X 2X 2X Total Deduction Door 2.00 = 1.00 = 1.00 = 2.35 = 2.35 = 1.35 = 1.00 = 1.00 = = 10.60 Sqm 6.00 Sqm 9.40 Sqm 23.50 Sqm 10.72 Sqm 14.04 Sqm 14.40 Sqm 8.00 Sqm 96.66 Sqm

2X

1.20 X

2X Total Net Qty

2.00 =

@ Rs. 48.01 Per Sqm 7 Rcc (1:1.5:3) uing 12 mm ize hbg chip including ll complete. 1X 1X 1X 2.50 X 1.96 X 4.06 X 1.60 X 2.80 X 0.10 = 0.10 = 0.10 = =

9.60 9.60 Sqm 87.06 Sqm Rs

0.40 0.55 1.02 1.96 Cum Rs Rs

2.50 X Total @ Rs. 3967.47 Per Cum 8 Supplying,fitting,fixing of HYSD Bar reinforcement etc. complete. Qty 1.47 Qtl @ Rs. 4110.80 per Qtl 9 Rigid & smooth centering,shuttering for PCC work & dismanteling them after casting etc. complete. 1X 2.50 X 1.60 1X 1.96 X 2.80 1X 4.06 X 2.50 Total @ Rs. 192.14 Per Sqm 10 Distempering 2 coats with distemper to give an even shade 1X 5.20 X 3.00 1X 5.20 X 0.60 2X 5.20 X 0.50 1X 3.45 X 3.00 1X 2.50 X 3.00 2X 4.60 X 3.00 2X 1.70 X 3.00 2X 22.75 X 1.35 4X 3.70 X 3.00

= = = =

4.00 Sqm 5.49 Sqm 10.15 Sqm 19.64 Sqm Rs 15.60 Sqm 3.12 Sqm 5.20 Sqm 10.35 Sqm 7.50 Sqm 27.60 Sqm 10.20 Sqm 61.43 Sqm 44.40 Sqm

= = = = = = = = =

4X 2X 2X 2X 2X 2X 2X 1X 1X 2X 2X 1X 2X 2X 6X 6X 2X 2X 4X 2X 2X 2X 2X 4X 4X 2X 2X 2X 2X @ 11 Cost of Distemper Qty = Rs.

3.00 X 5.70 X 3.50 X 8.05 X 6.70 X 7.60 X 6.25 X 3.90 X 3.80 X 3.45 X 3.35 X 7.00 X 3.55 X 2.55 X 9.45 X 8.80 X 2.35 X 2.45 X 4.40 X 5.10 X 2.40 X 5.10 X 0.80 X 3.10 X 2.60 X 3.20 X 2.00 X 11.75 X 7.50 X 9.70 Per Sqm

3.30 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.30 3.60 3.00 3.00 3.00 3.00 3.00 2.50 2.50 2.50 2.50 3.00 3.00 3.00 3.00 Total

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = =

39.60 Sqm 34.20 Sqm 21.00 Sqm 48.30 Sqm 40.20 Sqm 45.60 Sqm 37.50 Sqm 11.70 Sqm 11.40 Sqm 20.70 Sqm 20.10 Sqm 21.00 Sqm 21.30 Sqm 15.30 Sqm 187.11 Sqm 190.08 Sqm 14.10 Sqm 14.70 Sqm 52.80 Sqm 30.60 Sqm 14.40 Sqm 25.50 Sqm 4.00 Sqm 31.00 Sqm 26.00 Sqm 19.20 Sqm 12.00 Sqm 70.50 Sqm 45.00 Sqm 1310.29 Sqm Rs

1310.29X2.50/10 = 327.57 Kg @ Rs. 40.00 Per Kg 12 fixing of tiles in floors on 25 mm thick bed of cement mortar (1:1) jointed with neat cement slurry mixed with pigment to mass the shade of tiles including rubbing & polishing. Floor Tiles 1X 4.60 X 4.00 2X 4.60 X 0.15 2X 4.00 X 0.15 1X 4.65 X 2.75 2X 4.65 X 0.15 2X 2.75 X 0.15 1X 1.50 X 2.35 2X 1.50 X 0.75 2X 2.35 X 0.75 Deduction Total Door 2X 2X 0.75 X 0.15 Total Net Qty = 44.84 Sqm @ Rs. 207.60 Per Sqm 13 Cost of Tiles 44.61 Sqm @ 422.00 Per Sqm 14 2.50 CmM thick AS flooring in CC (1:2:4) using 12 mm size hbg

Rs

= = = = = = = = = = =

18.40 Sqm 1.38 Sqm 1.20 Sqm 12.79 Sqm 1.40 Sqm 0.83 Sqm 3.53 Sqm 2.25 Sqm 3.53 Sqm 45.29 Sqm 0.45 0.45 Sqm Rs Rs

Chips including all cost , conveyance , royality etc. complete 1X 3.20 X 1X 5.40 X 1X 3.60 X 1X 3.70 X @ Rs. 120.74 Per Sqm 15 2.50 CM thick grading concreete (1:2:2) using 6 mm size cbg chips including all complete. 1X 9.10 X 1X 4.70 X 1X 6.00 X 1X 1.80 X 1X 11.80 X 1X 2.65 X 1X 2.40 X Deduct 1X 2.20 X

4.90 2.60 2.00 5.50 Total

= = = = =

15.68 Sqm 14.04 Sqm 7.20 Sqm 20.35 Sqm 57.27 Sqm Rs

4.80 10.80 2.90 2.00 7.25 4.40 3.20 Total 2.20 Net

= = = = = = = = = =

@ Rs. 99.30 Per Sqm 16 Finishing wall sur face of wall with Acrylic wall putty ( Water based) of approved make & finished smooth & even surface to receive painting including cost of scaffolding staging charges etc complete. 1X 4.65 X 1X 4.65 X 2X 4.65 X 2X 4.00 X @ Rs. 17 Wall Painting with Plastic Emulsion Paint 1X 1X 2X 2X @ 18 Cost of PE Paint Qty = Rs. 82.90 Per Sqm 4.65 X 4.65 X 4.65 X 4.00 X 9.88 Per Sqm

43.68 Sqm 50.76 Sqm 17.40 Sqm 3.60 Sqm 85.55 Sqm 11.66 Sqm 7.68 Sqm 220.33 Sqm 4.84 Sqm 215.49 Sqm Rs

4.00 2.75 3.00 3.00 Total

= = = = =

18.60 Sqm 12.79 Sqm 27.90 Sqm 24.00 Sqm 83.29 Sqm Rs 18.60 Sqm 12.79 Sqm 27.90 Sqm 24.00 Sqm 83.29 Sqm Rs

4.00 2.75 3.00 3.00 Total

= = = = =

83.29X2.50/10 = @ Rs. 193.00 Per Litre 19 Labour for Painting 2 coats with any approved paint Door 14 X 0.95 X Window 15 X 1.05 X @ Rs. 107.93X1.25/10 @ Rs. 22.15 Per Sqm = 154.00 Per Litre

20.82 Litre Rs 2.00 X 1.11 X Total 2.25 = 2.75 = = 59.85 Sqm 48.08 Sqm 107.93 Sqm Rs

20 Cost of Paint

=

13.49 litre

21 Cost of Door 22 Cost of Electic fittings supply to the room Technically Sanctioned for Rs.2,00,000/(Rupees Two Lakh Only)

Rs Rs Rs. G.Total Rs. Say Rs. (Rupees Two Lakh On



Administratively Approved for Rs.2,00,000/(Rupees Two Lakh Only)

Block Development Officer Nabarangpur Block DETAILED ESTIMATE FOR THE WORK:-"IMPV. OF ROAD FROM DONGRIGUDA TO TELENGAGUDA." 1 E/W excavation in foundation with initial lead of 50 mtr.& initial lift of 1.50 mtr including rough dressing & breaking the clods & deposited the soil as directed by the EIC. Guard wall 1X 64.20 X 1.05 X @ Rs. 4721.40 Per 100 Cum 2 Sand filling to the foundation & plinth with watering , ramming including all cost,conveyance,royality etc. complete Guard wall 1X 64.20 X 1.05 X @ Rs. 208.21 Per Cum 3 CC (1:4:8) using40 mm size hbg metal including all cost,conveyance royality etc.complete Guard wall 1X 64.20 X 1.05 X 1X 64.20 X (1.05+0.50)/2 X Total @ Rs. 2085.29 Per Cum 4 Rigid & smooth centering,shuttering for PCC work & dismanteling them after casting etc. complete. i) Guard wall 1X 2X 64.20 X @ Rs. 60.93 Per Sqm 5 12 mm CP in CM (1:6) to the Super structure Guard wall 1X 64.20 X 1.00 @ Rs. 48.01 Per Sqm 6 PCC (1:2:4) using 12 mm size hbg chips including all complete. Guard wall 1X 64.20 X 0.50 X @ Rs. 3219.24 Per Cum 7 Provision for Work Sign board & Photograph

Est.Cost:- Rs.2,00,0

1.05 =

70.78 Cum Rs

0.05 =

3.37 Cum Rs

0.15 = 1.85 = =

10.11 Cum 92.05 Cum 102.16 Cum Rs

1.85 =

237.54 Sqm Rs 64.20 Cum Rs

=

0.05 =

1.61 Cum Rs Rs. Grand Total Rs. Limitted to Rs. (Rupees Two Lakhs On

Technically Sanctioned for Rs.2,00,000/(Rupees Two Lakhs Only) Junior Engineer Nabarangpur Block Asst. Engineer Nabarangpur Administratively approved for Rs.2,00,000/(Rupees Two Lakhs Only)


DETAILED ESTIMATE FOR THE WORK:-"CONST. OF TUBE WELL PLATFORM AT 1 CC (1:4:8) using40 mm size hbg metal including all cost,conveyance royality etc.complete Platform 22/7 X (3.10x3.10) X 0.20 22/7 X 3.10 X 0.15 @ Rs. 1495.81 Per Cum 2 PCC (1:2:4) using 12 mm size hbg chips including all complete. Platform 22/7 X (3.10x3.10) X 0.075 @ Rs. 2526.79 Per Cum

."

Est.Cost:- Rs.4,0

/ 4 X 0.15 Total

= = =

1.51 Cum 0.22 1.73 Cum Rs

/

4

=

0.57 Cum Rs Grand Total Rs. Limitted to Rs. (Rupees Four thousand On

Technically Sanctioned for Rs.4,000/(Rupees Four thousand Only) Junior Engineer Nabarangpur Block Nabarangpur Block Junior Engineer Nabarangpur

Administratively approved for Rs.4,000/(Rupees Four thousand Only)

Sarapanch Chattahandi GP.

DETAILED ESTIMATE FOR THE WORK:-"Impv. Of road at Taragam Kumbhar Sahi road ." 1 Collecting,conveying , supplying of good quality murrom & stacking on the road side with box heap of size (1.50X1.50X0.50) mtr to be measured as (1.50X1.50X0.44) mtr as 1 Cum Road 1 X 211.00 X 3.00 X @ Rs. 188.00 Per Cum 2 Conveying from stacks & spreading murrom on the road surface including watering etc complete. Road 1 X 211.00 X 3.00 X @ Rs. 32.44 Per Cum

Est.Cost:- Rs.10,0

0.075

=

47.48 Cum Rs

0.075

=

47.48 Cum Rs Grand Total Rs. Limitted to Rs. (Rupees Ten thousand On

Technically Sanctioned for Rs.10,000/(Rupees Ten thousand Only) Junior Engineer Nabarangpur Block Nabarangpur Block Junior Engineer Nabarangpur

Administratively approved for Rs.10,000/(Rupees Ten thousand Only)

Sarapanch Taragam GP.

DETAILED ESTIMATE FOR THE WORK:-"CONST. OF TRAINING CUM PRODUCTION CENTRE AT PILLIKA." 1 E/W excavation in foundation wi

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