Govt. of India
Ministry of Rural Development
Department of Rural Development
The Mahatma Gandhi National Rural Employment Guarantee Act 26-Jun-2024 05:31:52 AM 
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State: MADHYA PRADESH District: KHANDWA Block: BALADI Panchayat: LAHADPUR MAL
Work Code: 1725001027/IC/22012034883318 (पेयजल कूप निर्माण लहाड़पुर मॉल )
Work Category: Drought Proofing
Note:
Total Material cost and Total Activity cost shown absolute value which is multiples of 100/1000!
Financial Year : 2023-2024 Execution Level : GP
Execution Agency : Gram Panchayat(3) Work Status : Approve
Included in Annual Plan : No Perspective Plan : No
Proposal Date : 16/8/2023 Work start date : 5/10/2023
Present status : Existing Proposed Status : Construction of Irrigation Open Well for Community
Tech Sanction Details
Technical Sanction No. : 1725001/2023-2024/191466/TS Sanction Date : 6/10/2023
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
268164.61 232777.18 143824.91 4124.85 0 0 0 381000 0 648891.55
Financial Sanction Details
Financial\Administrative Sanction No: 1725001/2023-2024/191466/AS Financial\Administrative Sanction Date 7/10/2023
Fin. Sanc. Amt. (in Rs) NREGA:648892 Scheme 1
0
Scheme 2
0
Scheme 3
0
Total
649000
S.NoActivity taken upon musterollQuantityUnit PriceTotal
1Disintegrated or soft rock (not requiring blasting)12.564363.8562559694364571.49
2Pumping out water caused by springs tidal or river seepage, broken water mains or drains or well point pumping and the like.14071.18171428571439965.44
3Filling 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 1.5m89.24367.00738433266475979.94
4Providing and laying in foundation, plinth and under floors cement concrete with 20mm nominal size graded stone aggregates (metal) i/c ramming in layers and curing complete excluding cost of form work ( if 20 mm metal is used in place of 40mm metal in item number 04.13 & 04.15) (a) C.C. 1:2:4 (1cement, 2sand, 4metal)9.2634408.2457087336740833.58
5(c) CC 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size)19.2415689.6554233148109474.66
6Brick bat filling in trenches or soak pits.6.75341.9718518518522308.31
7Steel work welded in built up sections, framed work, including cutting hoisting fixing in position in gratings, frames, guard bars, ladders, railing, brackets and similar works & trusses and trussed purlins up to 25m span and 15 m over all height100107.319110731.91
8(b) Cold twisted / Hot rolled deformed / Thermo mechanicaly treated steel bars751.04590.384464313057267882.8
940mm cement concrete flooring with 25mm under layer of cement concrete 1:3:6 (1cement, 3sand, 6stone aggregate of size 12.5mm and below) and 15mm wearing (1cement, 2 to 3 stone aggregate of size 4.75mm and below) laid in interval with base course and finished with a floating coat of neat cement.31.32361.72892720306511329.35
10(b) Dense or hard soil75.36173.06289808917213042.02
11(I)1.50 m. to 2.00 m.25.12549.25796178343913797.36
12(II)2.00 m. to 2.50 m.25.12566.65047770700614234.26
13(XXVI)14.00 m. to 14.50 m.11.8731095.3044723321813004.55
14(XXVII)14.50 m. to 15.00 m.11.8731122.399562031513326.25
15(III)2.50 m. to 3.00 m.25.12584.04339171974514671.17
16(IV)3.00 m. to 3.50 m.22.078601.43581846181713278.5
17(V)3.50 m. to 4.00 m.22.078618.82869825165313662.5
18(VI)4.00 m. to 4.50 m.22.078636.22112510191114046.49
19(VII)4.50 m. to 5.00 m.19.233653.61410076431112570.96
20(VIII)5.00 m. to 5.50 m.19.233671.00660323402512905.47
21(IX)5.50 m. to 6.00 m.19.233688.39962564342513239.99
22(X)6.00 m. to 6.50 m.11.873978.32055925208511615.6
23(XI)6.50 m. to 7.00 m.11.873999.44832813947611866.45
24(XII)7.00 m. to 7.50 m.11.8731020.5752547797512117.29
25(XIII)7.50 m. to 8.00 m.11.8731041.7030236671412368.14
26(XIV)8.00 m. to 8.50 m.11.8731062.8307925545412618.99
27(XV)8.50 m. to 9.00 m.11.8731083.9585614419312869.84
28(XVI)9.00 m. to 9.50 m.11.8731105.0863303293213120.69
29(XVII)9.50 m. to 10.00 m.11.8731126.213256969613371.53
30(XVIII)10.00 m. to 10.50 m.11.8731147.3410258569913622.38
31(XIX)10.50 m. to 11.00 m.11.8731174.436115556313944.08
32(XX)11.00 m. to 11.50 m.11.8731201.5303630085114265.77
33(XXI)11.50 m. to 12.00 m.11.8731228.6246104607114587.46
34(XXII)12.00 m. to 12.50 m.11.8731255.7197001600314909.16
35(XXIII)12.50 m. to 13.00 m.11.8731282.8139476122315230.85
36(XXIV)13.00 m. to 13.50 m.11.8731309.9090373115515552.55
37(XXV)13.50 m. to 14.00 m.11.8731337.0032847637515874.24
Total Activity 643000
S.NoMaterialQuantityUnit PriceTotal
10002-Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper2.850410002850.4
20011-Hire charges of Pump set of capacity 4000 litres/hour4.876260315002438.130155
30295-Stone Aggregate(single size):20 mm nominal size0.56376750422.82
40297-Stone Aggregate(single size): 10 mm nominal size5.439876503535.9155
50325-Blasting powder121.959456566829.729536
60326-Blasting fuse (fuse wire)132.9776283723.3728
70367-Portland Cement9.71503640062176.192
80982-Coarse sand (zone III)0.37584979.2368.022528
90983-Fine sand (zone IV)12.8268102513147.47
101004-Average rate of mild steel round bars for reinforcements0.385321164002466.05504
111005-Twisted steel/deformed bars7.8859725690054413.21025
121008-Flats up to 10 mm in thickness0.6880733965004472.477035
1310-Miscellaneous /Contingencies charges111001100
141215-Welding by electric plant275.22935781275.2293578
152903-Stone chippings/ screenings 4.75 mm nominla size0.4698490230.202
163-Display Board / CIB150005000
177335-Binding wire7.5104560450.627
18MR6007-Hier Charges for Centering19.24167813045.398
19MR6082-Stone Aggregate (Metal) 20mm nominal size (BT Metal) (Rate at quarry)19.7460979015599.4111
20MR6094-Brick aggregate 50 MM nominal size cubic metre6.752001350
Total Material 194000