| State: Odisha |
District: Gajapati |
Block: Kasinagar |
Gram Panchayat: Budura |
Work Code: OD/353/3359/117478/414508/00065581 (Construction of drain from Telega Sahiending to Saibaba temple at Vanna)
Project Category: Road
| Financial Year: 2020-21 |
Execution Level: ps |
| Executing Agency: Panchayat Samiti, Kasinagar |
Proposal Date: - |
| Date of Commencement: 27-11-2025 |
Date of Completion: - |
| Scheme Name: SFC Devolution of Fund |
Scheme Component Name: 5TH SFC DEVOLUTION GRANT TO PANCHAYAT SAMITI |
| Project Sub-Category: CC Road |
Project Type: New Work |
| Name of Executant: Ch Uma Sankar Patra |
|
Administrative Approval Details
Approval No.: OD/353/3359/117478/414508/00065581/AS
Technical Sanction Details
Technical Sanction No.: OD/353/3359/117478/414508/00065581/TS
Fund Sanction No.:
Fund Sanction Amount (in Rs.): 101920
MATERIAL STATEMENT
| Sl.No. |
Activity Name |
Quantity (A) |
Unit |
BRM029 |
BRM340 |
BRM028 |
BRM044 |
BRM056 |
BRM162 |
BRM341 |
BRM104 |
BRM092 |
BRM084 |
| Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
Qty/unit (B) |
Total Qty (A*B) |
| 1 |
Earth Work (AR0102aa) :.Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift - Earth work in hard soil or gravelly soil foundation & plinth within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge |
15.75 |
Cum |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 2 |
Earth Work (AR0115) :.Filling foundation and plinth with sand well watered and rammed - Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge. |
2.25 |
Cum |
1 |
2.25 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 3 |
Concrete (AR0303) :.Cement concrete (1:3:6) with 4 cm. Crusher Broken hard granite metal - Cement concrete (1:3:6) with 4 cm. hard granite(Crusher Broken) metal including laying in layers not exceeding 300 mm in depth, ramming, compacting to proper thickness, watering and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete and as per direction of Engineer-in charge. |
8.25 |
Cum |
- |
- |
2.29 |
18.8925 |
0.48 |
3.96 |
0.96 |
7.92 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 4 |
Concrete (AR0307) :.Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum - Cement concrete work with (1:2:4) using 12mm size hard granite(crusher broken) chips including hoisting and laying in position compacting to specified design section and curing for proper period with cost conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per specificaion and direction of Engineer-in charge. |
2.205 |
Cum |
- |
- |
3.23 |
7.12215 |
0.45 |
0.99225 |
- |
- |
0.9 |
1.9845 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 5 |
R.C.C. Work (AR0409) :.Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position - Supplying, fitting, and placing uncoated HYSD bar reinforcement including labor charges for cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge with cost of steel rod and as per drawing, design, and direction of Engineer-in-charge. |
1.62 |
Qntl |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.8 |
1.296 |
1.05 |
1.701 |
- |
- |
- |
- |
- |
- |
| 6 |
R.C.C. Work (AR0410c) :.R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. foundation, plinth band and footings bases of columns mass concrete precast slabs, etc |
30 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.00267 |
0.0801 |
0.126 |
3.78 |
- |
- |
| 7 |
R.C.C. Work (AR0410a) :.Centring & Shuttering for R.C.C. floor and roof slabs, landings,balconies, projecting sun shades and chajjas - Rigid and smooth centring and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor R.C.C. floor and roof slabs, landings, balconies, projecting sun shades and chajjas up to 4.3m height |
10.8 |
Sqm |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
0.0050222222222222 |
0.05424 |
- |
- |
0.62222222222222 |
6.72 |
| Total Qty |
2.25 |
26.01465 |
4.95225 |
7.92 |
1.9845 |
1.296 |
1.701 |
0.13434 |
3.78 |
6.72 |
| Rate Per Unit |
413.05 |
606.537 |
417.99 |
1596.76 |
1998.13 |
90.1 |
6213.497 |
58573.086 |
229.106 |
250.166 |
| Total Amount |
929.3625 |
15778.84776705 |
2069.9909775 |
12646.3392 |
3965.288985 |
116.7696 |
10569.158397 |
7868.70837324 |
866.02068 |
1681.11552 |
Total Material Amount (in Rs.): 56491.60199979
