Govt. of India
Ministry of Rural Development
Department of Rural Development
The Mahatma Gandhi National Rural Employment Guarantee Act 27-Sep-2024 04:22:14 PM 
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State: MADHYA PRADESH District: BHIND Block: ATER Panchayat: KYARIPURA
Work Code: 1702001070/RC/22012034596399 (sudoor sampark sadak - prathamik shala bhawan kalayanpura se ardujjpura ke or )
Work Category: Rural Connectivity
Note:
Total Material cost and Total Activity cost shown absolute value which is multiples of 100/1000!
Financial Year : 2021-2022 Execution Level : GP
Execution Agency : Gram Panchayat(3) Work Status : Approve
Included in Annual Plan : No Perspective Plan : No
Proposal Date : 2/10/2021 Work start date : 11/11/2021
Present status : Earthern road Proposed Status : Construction of Mitti Murram Roads for Community
Tech Sanction Details
Technical Sanction No. : 1702001/2021-2022/546894/TS Sanction Date : 16/11/2021
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
816064.65 678029.55 1311.6 3647.51 0 0 0 683000 0 1499053.31
Financial Sanction Details
Financial\Administrative Sanction No: 1702001/2021-2022/546894/AS Financial\Administrative Sanction Date 16/11/2021
Fin. Sanc. Amt. (in Rs) NREGA:1499339 Scheme 1
0
Scheme 2
0
Scheme 3
0
Total
1500000
S.NoActivity taken upon musterollQuantityUnit PriceTotal
1Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m19.2958.51788491446351128.81
2(b) C.C. 1:3:6 (1cement, 3sand, 6metal)4.893175.7811860940715529.57
3(c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size)21.475309.57428970657113996.56
4(I) 0.5 Km. Lead216599.9104018475751216306.02
5(XXVIII) 45 Km. Lead22.5100.5622222222222262.65
6(XXVIII) 45 Km. Lead7.5740.9826666666675557.37
7(XV) 10 Km. Lead420210.6343095238188466.41
8(c) 600mm dia22.5886.04933333333319936.11
9(b) 1000 mm dia.7.53768.2428261.8
10Compaction 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.2611.1317.372903685377645362.91
11Compaction 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.216519.16833718244841499.45
12Compaction 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.42024.064452380952410107.07
13Construction 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.256291.96992187574744.3
14"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)".120468.50483333333356220.58
15(A) With Reinforced cement concrete (ii) Ordinary Kilometer Stone (Pre cast)21617.63235.2
16Site clearance, cutting grass, raking into heaps and removing off the premises72002.666912519201.77
17a (i) Loose or soft soil for Road Work2611.13100.975478049733263660.1
18(b) Dense or hard soil19.29148.3333333333332861.35
19Collection of approved soil having CBR not less then 5, including stacking at quarry.2165184.067958429561398507.13
20Collection/Excavation of Graval Material meeting the requirements of Hard Moorum as detailed in RES SOR chaper 03 Notes Clause 3.2© including stacking and all leads and lifts up to loading point at quarry.420211.5473095238188849.87
21Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works )13644.013644.01
Total Activity 1500000
S.NoMaterialQuantityUnit PriceTotal
10002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper2.707233148852395.9013289
20038-Tractor with ripper attachment9.10583411212419340.79164964
30055-Smooth Wheeled Roller 8 to 10 tonne86.724562523620466.99675
40057-Water Tanker 5 to 6 KL Capacity110.1891666711813002.32166706
50084-Hire charges of Diesel truck - 9 tonne (without POL)77.675562292242174148.61065418
60296-Stone Aggregate(single size): 12.5 mm nominal size27.6797.4422009.344
70297-Stone Aggregate(single size): 10 mm nominal size4.781542866303012.3720018
80367-Portland Cement8.31257977551145810.62711247
90368-White cement 0.0003806157445.9921664
100763-Glue 1.23757.959.838125
110765-Hessian cloth2.258.920.025
120830-Enamel paint0.5379160.1386.133927
130983-Fine sand (zone IV)12.595453541076.2513555.856872425
141005-Twisted steel/deformed bars0.0455428244.26
151235-Diesel oil499.513516796833966.91914172
161706-R.C.C. pipes NP2 class 600 mm dia91622.514602.5
171720-R.C.C. collars NP2 class 600 mm dia6.75141.6955.8
185001-Mobil oil18.00751624182.93293.574720296
197335-Binding wire0.0428571455.582.3819998412
207900-Modular common burnt clay bricks of class designation 7.5244.44.131009.372
21MR6001-Stone Aggregate(single size): 40 mm nominal size other than BT3.523557145251849.8674985
22MR6007-Hier Charges for Centering21.46580017172
23MR6032-Snowcem/ durocem0.00072662778920.1914874
24MR6039-Water6611350.0533056.75
25MR6045-RCC NP-3 pipe 1000mm(based on LUN rate)7.52977.7822333.35
26MR6046-RCC NP-3 collar 1000mm(based on LUN rate)2.25266.67600.0075
27MR6051-Tractor with rotavator4.82101008
28MR6052-Hard moorum417.618978926.4
29MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry)15.6976357168210705.78755422
Total Material 534000