Govt. of India
Ministry of Rural Development
Department of Rural Development
The Mahatma Gandhi National Rural Employment Guarantee Act 28-Jun-2024 05:20:13 PM 
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State: PUNJAB District: BARNALA Block: Sehna Panchayat: BALLOKE
Work Code: 2621009016/AV/9988994239 (Const of Soak Pit Balloke in 19-20)
Work Category: Anganvany
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 : Perspective Plan :
Proposal Date : 1/8/2019 Work start date : 2/8/2019
Present status : NEW Proposed Status : Construction of Soak Pit for Community
Tech Sanction Details
Technical Sanction No. : 2621009/2019-2020/4537/TS Sanction Date : 16/10/2019
Estimated Cost as per Tech. Detl (in Rs.)
Unskilled Material Contingency Total
SK/SemiSK Est. Skilled Cost Est. Semi-Skilled Cost Scheme1 scheme2 scheme3 Total
766.8 10756.51 117.19 229.05 0 0 0 11200 0 11869.55
Financial Sanction Details
Financial\Administrative Sanction No: 2621009/2019-2020/4537/AS Financial\Administrative Sanction Date 16/10/2019
Fin. Sanc. Amt. (in Rs) NREGA:11870 Scheme 1
0
Scheme 2
0
Scheme 3
0
Total
11900
S.NoActivity taken upon musterollQuantityUnit PriceTotal
1Cement Concrete 1:8:16 with brick ballast 40mm gauge.0.031887.6666666666756.63
2Cement concrete 1:2:4 with stone ballast or shingle0.01425142.51
3Reinforced cement concrete M-20 with cement @375/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in foundation and plinth0.153770.13333333333565.52
4Supplying & Laying dry brick bats.2.11945.0900473933651994.14
5115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth0.63457.857142857143288.45
612.5 mm thick cement plaster 1:4.0.65122.679.69
7Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the completerate of RCC including bending and placing in position complete0.145458.14285714286764.14
8Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (ii) 75mm o/d pipe of 10 Kgf. / sqcm21187.4590476190483936.64
9Earth work excavation in tank/digging work (Tank, Bandh, Pond/New Nalah, New Water Channel and construction of Retaining structure work).(1.1)Earth work excavation in Pond (Dugout, Pond, Mini Percolation Tank, compost Pit etc.) Ring Bandh (percolation Embankment, Earthen Gully plug, Water Harvesting Structure, Silt Distention Dam etc.)/pond/New Nalha/New Channal etc. Retuning wall-( wet or dry soil), laying 15 cm. layer-breaking of clods and emoving of Kankar and grass roots, dressing of earth work including compaction {with durmut) complete in all respect. (a) Ordinary Soil. (xiii) 4.50 meter vertical lift and 15 meter horizontal lead.3.09175.346278317152541.82
Total Activity 8300
S.NoMaterialQuantityUnit PriceTotal
110-Miscellaneous /Contingencies charges126002600
23-Display Board110001000
3MR1606-cement1.343260349.18
4MR1607-Course Sand0.0695570.2939.635155
5MR1609-Stone Ballast (Bajri)0.1376623.0485.730304
6MR1611-Bricks 1st class Including Carriage of 5km, Loading & Unloading.34.7055.03174.56615
7MR1613-Fine Sand0.0422662.8527.97227
8MR1614-Brick Ballast2.348779.51830.266
9MR1623-wire for Biding0.14608.4
10MR1624-CTD for Fe 500 grade.0.1474429.79651.17913
11MR1645-Differance of Concrete mixer & Batch mixer (18+13% = 20.34) 20.34x1.52 = 30.92 per cum0.14730.924.54524
12MR1646-Hire charges for Needle vibrator. (5.62+13% ) 6.36 x (0.85+0.43) = 8.14 per cum0.1478.141.19658
13MR1681-Semi Skilled Mazdoor Labour0.0588390.0322.933764
14MR1741-P.V.C pipes 75 mm o/d pipe of 10 Kgf. / sqcm22.05163.563606.498
Total Material 10500