Govt. of India
Ministry of Rural Development
Department of Rural Development
The Mahatma Gandhi National Rural Employment Guarantee Act 26-Jun-2024 08:24:24 PM 
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State: MADHYA PRADESH District: KHARGONE Block: BHAGVANPURA Panchayat: AMLYAPANI
Work Code: 1724008003/RC/22012034562551 (SUDUR SADAK RUMZIYA FALIYA SE RATU FALIYA TAK)
Work Category: Rural Connectivity
Note:
Total Material cost and Total Activity cost shown absolute value which is multiples of 100/1000!
Financial Year : 2020-2021 Execution Level : GP
Execution Agency : Gram Panchayat(3) Work Status : Approve
Included in Annual Plan : No Perspective Plan : No
Proposal Date : 15/2/2021 Work start date : 12/3/2021
Present status : Earthern road Proposed Status : Construction of Gravel Road Roads for Community
Tech Sanction Details
Technical Sanction No. : 1724008/2020-2021/82617/TS Sanction Date : 10/3/2021
Estimated Cost as per Tech. Detl (in Rs.)
Unskilled Material Contingency Total
Est. Material Cost Est. Skilled Cost Est. Semi-Skilled Cost Scheme1 scheme2 scheme3 Total
567835.42 921011.42 1058.96 2318.59 0 0 0 925000 0 1492224.39
Financial Sanction Details
Financial\Administrative Sanction No: 1724008/2020-2021/82617/AS Financial\Administrative Sanction Date 10/3/2021
Fin. Sanc. Amt. (in Rs) NREGA:1492515 Scheme 1
0
Scheme 2
0
Scheme 3
0
Total
1493000
S.NoActivity taken upon musterollQuantityUnit PriceTotal
1All Kinds of soil1306.823.560001530456130788.21
2(I) Lead upto 100 Metres1524.636.219887183523555220.84
3(b) Above 15 m interval1.21724.611570247934876.78
4(d) Above 15 m interval1.21772.917355371901935.23
5(III) 1.5 Km. Lead3274.56104.143017687873341022.56
6(a) 900 mm dia.153185.4286666666747781.43
7Compaction of embankment with approved materials as per clause 301.4 & 301.5 of specifications for rural roads(MORD), already spreaded at site, obtained from roadway cutting, excavated from drains, foundation of other structures or from borrow pit, making 4% camber and required Grade by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 97% as per table 300.1 and 300.2 of (MORD) - i/c required leads and lifts of materials etc. complete.1524.617.35011150465726451.98
8Compaction of soil for construction of subgrade & earthen shoulders with approved transported material collected and stacked at site, i/c spreading, making 4% camber and required gradient by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 100% of the MDD as per IS:2720 (Part-7). Complete compaction work as per specifications for rural roads (MORD) clause 303, i/c required leads and lifts of materials etc. complete.3274.5623.942551060295178401.32
9Construction of hard shoulder as per clause 407 of specifications for rural roads (MORD), with soil having CBR value not less than 12, inclusive of all leads and lifts, providing 4-5% camber by tractor mounted grader or labourers, watering at OMC and compacted by 80 to 100 kN static weight rollers to achieve desired density minimum 100% of the MDD as per IS:2720 (Part-7), i/c all leads and lifts of materials etc. complete.193.6291.78662190082656489.89
10(b) Above item having material strength not less than 30%CBR635.25547.945659189295348082.48
11"Construction of Gravel Surface Course as per clause 402 of "Ministry of Rural Development, Specifications for Rural Roads-August, 2004" by an appropriate combination of natural gravel, river borne material and crushed metal in required proportions confirming to Grading requirements specified in clause 2.2.2.2 or clause 2.2.2.3 (Table 2.3, Material having Nominal Maximum Size 20 mm or 10 mm) of IRC:SP:77-2008, having Liquid Limit less than 40 and Plasticity Index 6-15 and strength of material not less than 20% CBR, including all leads and lifts of material etc. complete. The mixing shall be by Mix-in-Place method over prepared surface, spreading in uniform layers with tractor mounted grader or manually, watering at OMC and compaction by smooth wheeled/vibratory roller of 80 to 100 kN static weight to achieve 100% of MDD as per IS:2720 (Part-7)".181.5468.35206611570285005.9
12Setting out work (Reference pillars, referencing bench mark and temporary bench mark):- Construction of Reference Bench Mark 50x50x70 cm. made of 1:3:6 cement concrete i/c excavation of 50x50x50 cm pit, working benchmark 30x30x45 cm at every 500 m interval made of 1:3:6 cement concrete i/c excavation of 30x30x30 cm pit and providing and fixing of Reference pillars made of cast in situ or pre cast RCC pole,1.50m long having dimensions as100x100mm at top and 150x150mm at bottom with 4 no. 8mm dia. bars in longitudinal direction and 6mm dia. stirrups at 300mm c/c spacing - made in cement concrete M-15, or finished stone posts 1500 x200x75 mm size embedded in 30x30x45 cm cement concrete 1:3:6 i/c excavation and casting etc. complete, @ 100 m interval or as required on both sides of the formation width preferably at 5.50 m distance from centre line.1.216828.818181818188262.87
13(A) With Reinforced cement concrete (ii) Ordinary Kilometer Stone (Pre cast)31607.464822.38
14(A) With Reinforced cement concrete (iii) 200 m stone (precast)5488.2982441.49
15Site clearance, cutting grass, raking into heaps and removing off the premises120002.6254583333333331505.5
16Loosing of hard soIl such as moorum etc. By ploughing (tractor ect.) the existing ground exceeding 30cm in depth as well as 10 sqm on plan including all running expanses of machine.4799.163.6001821152034917277.85
17Spreading dressing, breaking of clods of ploughed earth upto 20m lead and lift upto 1.5m disposed soil to be leveled and neatly dressed.4799.1673.668983738821353549.24
18Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works )13603.483603.48
Total Activity 1493000
S.NoMaterialQuantityUnit PriceTotal
10002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper0.2115885187.1775
20038-Tractor with ripper attachment11.901212425277.724
30055-Smooth Wheeled Roller 8 to 10 tonne151.430823635737.6688
40057-Water Tanker 5 to 6 KL Capacity112.822411813313.0432
50084-Hire charges of Diesel truck - 9 tonne (without POL)87.06372242195196.8154
60295-Stone Aggregate(single size):20 mm nominal size152.46797.44121577.7024
70296-Stone Aggregate(single size): 12.5 mm nominal size41.745797.4433289.1328
80297-Stone Aggregate(single size): 10 mm nominal size0.115263072.576
90367-Portland Cement0.662555113651.0375
100368-White cement 0.0004157446.2976
110763-Glue 2.257.9517.8875
120830-Enamel paint2.4939160.13399.348207
130983-Fine sand (zone IV)1.07821076.251160.41275
141005-Twisted steel/deformed bars0.17255428936.33
151235-Diesel oil457.95516831140.9468
165001-Mobil oil16.5421182.93025.55009
177335-Binding wire0.164355.589.131794
187900-Modular common burnt clay bricks of class designation 7.5244.44.131009.372
19MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT1.2388525650.37
20MR6032-Snowcem/ durocem0.00072778919.4523
21MR6039-Water676934.560.0533846.728
22MR6043-RCC NP-3 pipe 900mm(based on LUN rate)152488.8937333.35
23MR6044-RCC NP-3 collar 900mm(based on LUN rate)4.5266.021197.09
24MR6051-Tractor with rotavator32.672106860.7
25MR6052-Hard moorum399.318975467.7
26MR6056-Well Graded granular material (For Gravel Road)609.84246.19150136.5096
27MR6072-RCC fencing post of CC M20 , 1.85 Mtre long (125MMx125MM bottom & 85MMx85MM top ) (125MM bottom & 85MMx85MM top )24.2137.383324.596
28MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry)0.4867682331.9294
29MR6089-Hire Charges for tractor with ploughing arrangement including running expanses and driver21.596270815290.1096
30MR6091-WOOD-Kail wood 2nd class0.003815825.660.13728
Total Material 791000