Govt. of India
Ministry of Rural Development
Department of Rural Development
The Mahatma Gandhi National Rural Employment Guarantee Act 24-Jun-2024 06:31:00 PM 
Back  
State: MADHYA PRADESH District: KHANDWA Block: PANDHANA Panchayat: BADGAON PIPLOD
Work Code: 1725007005/RC/22012034523744 (सुदुर सडक निर्माण कार्य (रेहमान अब्दुल के खैत से शांतिधाम तक) केदारखैडी (बडगाव पिप्लोद))
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 : 10/4/2020 Work start date : 1/6/2020
Present status : Earthern road Proposed Status : Construction of Gravel Road Roads for Community
Tech Sanction Details
Technical Sanction No. : 1725007/2021-2022/402191/TS Sanction Date : 9/11/2021
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
405949.49 577372.32 395.92 1792.63 0 0 0 580000 0 985510.36
Financial Sanction Details
Financial\Administrative Sanction No: 1725007/2021-2022/402191/AS Financial\Administrative Sanction Date 11/11/2021
Fin. Sanc. Amt. (in Rs) NREGA:985797 Scheme 1
0
Scheme 2
0
Scheme 3
0
Total
986000
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.48006.6452416666666731897.16
2(VI) 3.0 Km. Lead1350125.903925925926169970.3
3(b) Selected granular material in filling. cum 584.62.7632.7629629629631708.46
4(b) 1000 mm dia.123768.2445218.88
5Compaction 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.75617.372936507936513133.94
6Compaction 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.135024.064459259259332487.02
7Construction 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.270291.96992592592678831.88
8(b) Above item having material strength not less than 30%CBR378548.098412698413207181.2
9"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)".90468.50477777777842165.43
10Setting 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.0.66869.216666666674121.53
11Loosing 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.25743.600182595182599266.87
12Spreading dressing, breaking of clods of ploughed earth upto 20m lead and lift upto 1.5m disposed soil to be leveled and neatly dressed.462674.8321292693472346173.43
13Citizen Information Board Size 0.9 Meter x 1.2 Meter ( Community Works )13644.013644.01
Total Activity 986000
S.NoMaterialQuantityUnit PriceTotal
10002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper0.06587688558.30026
20038-Tractor with ripper attachment6.57522212413965.76728
30055-Smooth Wheeled Roller 8 to 10 tonne80.95523619105.38
40057-Water Tanker 5 to 6 KL Capacity54.421186421.56
50084-Hire charges of Diesel truck - 9 tonne (without POL)40.78549849224291441.08761458
60295-Stone Aggregate(single size):20 mm nominal size90.72797.4472343.7568
70296-Stone Aggregate(single size): 12.5 mm nominal size20.7797.4416507.008
80367-Portland Cement0.255351255111407.2404632
90368-White cement 0.0003806157445.9921664
100763-Glue 1.987.9515.741
110830-Enamel paint0.68112160.13109.0677456
120983-Fine sand (zone IV)0.54914641076.25591.018813
131235-Diesel oil340.558912396823158.00604252
145001-Mobil oil12.23564955182.92237.900302695
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 BT0.377525197.925
17MR6032-Snowcem/ durocem0.00072662778920.1914874
18MR6039-Water3265200.0516326
19MR6045-RCC NP-3 pipe 1000mm(based on LUN rate)122977.7835733.36
20MR6046-RCC NP-3 collar 1000mm(based on LUN rate)3.6266.67960.012
21MR6051-Tractor with rotavator18.722103931.2
22MR6052-Hard moorum406.818976885.2
23MR6055-Well Graded granular material3.24246.19797.6556
24MR6056-Well Graded granular material (For Gravel Road)362.88246.1989337.4272
25MR6072-RCC fencing post of CC M20 , 1.85 Mtre long (125MMx125MM bottom & 85MMx85MM top ) (125MM bottom & 85MMx85MM top )12137.381648.56
26MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry)0.139268294.9344
27MR6089-Hire Charges for tractor with ploughing arrangement including running expanses and driver11.5837088200.764
28MR6091-WOOD-Kail wood 2nd class0.0018857115825.629.842492176
Total Material 483000