Govt. of India
Ministry of Rural Development
Department of Rural Development
The Mahatma Gandhi National Rural Employment Guarantee Act 27-Sep-2024 11:52:30 PM 
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State: MADHYA PRADESH District: HARDA Block: HARDA Panchayat: DAGAWANSHANKAR
Work Code: 1743002026/RC/22012034505931 (ग्राम घोंघड़ा माफ़ी में मुख्य मार्ग से शान्तिधाम तक 350 मीटर सुदूर सड़क निर्माण)
Work Category: Rural Connectivity
Note:
Total Material cost and Total Activity cost shown absolute value which is multiples of 100/1000!
Financial Year : 2019-2020 Execution Level : GP
Execution Agency : Gram Panchayat(3) Work Status : Approve
Included in Annual Plan : Yes Perspective Plan : Yes
Proposal Date : 2/10/2019 Work start date : 15/11/2019
Present status : Earthern road Proposed Status : Construction of Gravel Road Roads for Community
Tech Sanction Details
Technical Sanction No. : 1743002/2019-2020/83062/TS Sanction Date : 5/12/2019
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
168949.24 337334.87 233.91 992.47 0 0 0 339000 0 507510.49
Financial Sanction Details
Financial\Administrative Sanction No: 1743002/2019-2020/83062/AS Financial\Administrative Sanction Date 5/12/2019
Fin. Sanc. Amt. (in Rs) NREGA:507798 Scheme 1
0
Scheme 2
0
Scheme 3
0
Total
508000
S.NoActivity taken upon musterollQuantityUnit PriceTotal
1Jungle clearance including uprooting of rank vegetation, grass, brush wood, saplings and tree not exceeding 30cm girth and removing not exceeding 50meters outside the periphery of the area cleared.25206.0599087301587315270.97
2(VIII) 4.0 Km. Lead1206.03135.859522565774163850.66
3(b) 1000 mm dia.7.53747.13628103.52
4Compaction 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.764.417.256541077969713190.9
5Compaction of soil for construction of subgrade & earthen shoulders with approved material, already spreaded at site, obtained from roadway cutting, drains, foundation of other structures or barrow pits, i/c 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 100% of the MDD as per IS:2720 (Part-7). Complet compaction work as per specifications for rural roads (MORD) clause 303, i/c required leads and lifts of materials etc. complete.936.7318.934634312982417736.64
6Construction 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.57.12291.03501400560216623.92
7(b) Above item having material strength not less than 30%CBR183.75547.319292517007100569.92
8"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)".52.5467.72571428571424555.6
9Setting 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.0.356743.62360.26
10Loosing 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.1644.013.600184913717075918.74
11Spreading dressing, breaking of clods of ploughed earth upto 20m lead and lift upto 1.5m disposed soil to be leveled and neatly dressed.1701.1268.240817814146116085.82
12Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works )13530.013530.01
Total Activity 508000
S.NoMaterialQuantityUnit PriceTotal
10002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper0.03888533.63
20038-Tractor with ripper attachment3.797421248065.6776
30055-Smooth Wheeled Roller 8 to 10 tonne47.717723611261.3772
40057-Water Tanker 5 to 6 KL Capacity38.91211184591.6278
50084-Hire charges of Diesel truck - 9 tonne (without POL)39.1994224287885.0548
60295-Stone Aggregate(single size):20 mm nominal size44.1797.4435167.104
70296-Stone Aggregate(single size): 12.5 mm nominal size12.075797.449629.088
80367-Portland Cement0.13555511746.7405
90368-White cement 0.0004157446.2976
100763-Glue 1.23757.959.838125
110830-Enamel paint0.3973160.1363.619649
120983-Fine sand (zone IV)0.24611076.25264.865125
131235-Diesel oil394.34636826815.5484
145001-Mobil oil14.1118182.92581.04822
157900-Modular common burnt clay bricks of class designation 7.5244.44.131009.372
16MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT0.247525129.675
17MR6032-Snowcem/ durocem0.00072778919.4523
18MR6039-Water233472.840.0511673.642
19MR6045-RCC NP-3 pipe 1000mm(based on LUN rate)7.52977.7822333.35
20MR6046-RCC NP-3 collar 1000mm(based on LUN rate)2.25266.67600.0075
21MR6051-Tractor with rotavator9.452101984.5
22MR6052-Hard moorum116.84418922083.516
23MR6056-Well Graded granular material (For Gravel Road)176.4246.1943427.916
24MR6072-RCC fencing post of CC M20 , 1.85 Mtre long (125MMx125MM bottom & 85MMx85MM top ) (125MM bottom & 85MMx85MM top )7137.38961.66
25MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry)0.091268262.1984
26MR6089-Hire Charges for tractor with ploughing arrangement including running expanses and driver7.39817085237.8548
27MR6091-WOOD-Kail wood 2nd class0.001115825.617.40816
Total Material 297000