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GOVERNMENT OF ANDHRA PRADESH MA & UD DEPARTMENT PALAKONDA NAGAR PANCHAYAT 14th FINANCE COMMISSION
2018-19 1st installment
GRANT ALLOCATION IN RS 98,91,662.00
NAME OF THE WORK: Construction of cc road from Door No:133 to Door No:158, chinnarao house beside kalyana cheruvu, ward No:07 in Palakonda nagar panchayat
ADMINISTRATIVE SANCTION ADP approved by the Director Municipal Administration, AP - Guntur vide Roc. No. 5946/2016/B4-BG01 Dt:07.01.2020
Estimate Value Rs. 600000.00
REPORT
Page 2
GOVERNMENT OF ANDHRA PRADESH MA & UD DEPARTMENT PALAKONDA NAGAR PANCHAYAT 14th FINANCE COMMISSION 2018-19 1st installment ADMINISTRATIVE SANCTION ADP approved by the Director Municipal Administration, AP - Guntur vide Roc. No. 5946/2016/B4-BG01 Dt: 07.01.2020 Name of the work----Construction of cc road from Door No:133 to Door No:158, chinnarao house beside kalyana cheruvu, ward No:07 in Palakonda nagar panchayat. Estimate Value Rs.
600000.00
REPORT ACCOMPANYING THE ESTIMATE
In vadama village from Door No:133 to Door No:158, chinnarao house beside kalyana cheruvu in Palakonda nagar panchayat there is no pucca road.During rainy season it is facing much difficluty to move on the roads to the residents of this colony. The local people have reported to the Honble MLA of Palakonda nagar panchayat for laying of cc road to avoid in convience to move on these roads while in rainy season. The Honble MLA during her ward inspection along with Commissioner and Department officials it was instructed to put up estimate for laying of cc road and to propose the estimate under 14th Finance Commission Grant . As per the instructions of the higher authroities the site was inspected and prepared an estimate for the work "Construction of cc road from Door No:133 to Door No:158, chinnarao house beside kalyana cheruvu, ward No:07 in Palakonda nagar panchayat" based on SSR 2019-20 which is worked out to Rs 6.00 Lakhs the estimate includes the following items.
REPORT
Sl.No
1
2
3
4
Description of item
Earthwork in excavation for road surface as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deliterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 Mord / 304 Morth RBR-FNDN-1 manual
Collection, supply, Spreading, filling of crusher stone dust with watering,etc complete as per SS and as Directed by Dept. officers. RBR - FNDN - 2
Vibrated Plain Cement Concrete M20 grade nominal mix for plain concrete in open foundations using 20mm Graded HBG aggregate, mechanically mixed, placed in foundation and compacted by vibration Plain Cement concrete (1:4:8) with concrete including curing 1440days complete mixture nominal mix for using mm nominal size as Graded hard stoneand aggregate, mechanically mixed, per drawings technical specifications placed in foundation and compacted by vibration Clause 802, 803, 1202 & 1203 MORD and including curing 14 days complete as per 1500, 1700 & for 2100 MORTH. drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
Page 3
Qty
Unit
25.28
Cum
33.44
Cum
20.22
cum
28.38
Cum
REPORT
4
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates, including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. RBR-CCPV-5
Page 4
48.27
5
Provision for GST @ 12%.
12%
6
Provision for scruitny and test check charges 3%
3%
7
Provision for 3rd party QC charges @ 1%
1%
as per enclos ed sheet
8
Provision for seignorage charges
9
Provision for User Charges
1%
10
Provision for unforeseen items.
LS
The estimate with all the above provisions worked out to Rs 3.00 Lakhs
Cum
GOVERNMENT OF ANDHRA PRADESH MA & UD DEPARTMENT PALAKONDA NAGAR PANCHAYAT GENERAL FUNDS
NAME OF THE WORK: Repairs And Maintance of Govt Buliding , Approach Road To Rdo Office Bunglow Ward No-6 in Palakonda Nagar Panchayat
ADMINISTRATIVE SANCTION CR No.59/1510 Date -16-12-2019
Estimate Value Rs. 600000.00
REPORT
Page 6
GOVERNMENT OF ANDHRA PRADESH MA & UD DEPARTMENT PALAKONDA NAGAR PANCHAYAT
GENERAL FUNDS ADMINISTRATIVE SANCTION CR No.59/1510 Date -16-12-2019 Name of the work :- Repairs And Maintance of Govt Buliding , Approach Road To Rdo Office Bunglow Ward No-6 in Palakonda Nagar Panchayat Estimate Value Rs. 600000.00 Report accompanying the estimate for the work of Repairs And Maintance of Govt Buliding , Approach Road To Rdo Office Bunglow Ward No-6 in Palakonda Nagar Panchayat under SCC grants allocated for the financial year 2018-19 as per the directions and instructions given by the Director of municipal administration, and collector & district magistrate srikakulam the ward sachivalayam offices are proposed to be established in the limits of urban local bodies. The present estimate envisages for Repairs And Maintance of Govt Buliding , Approach Road To Rdo Office Bunglow Ward No-6 in Palakonda Nagar Panchayat with the following specifications as per the site conditions.
Present condition of the road 1
Building is in damaged condition which needs to be repaired for the purpose of kept is use Present Proposal
1
Flooring
2
Plasterings
3
Paintings
The estimate is prepared with the rates of SSR 2018-19 and the following provisions are made in the estmate. Provision for GST @ 12%. Provision for seignorage charges Provision for unforeseen items. The estimate Rs.600000.00
with
all
the
above
provisions
worked
out
to
GOVERNMENTABSTRACT OF ANDHRA PRADESH MUNICIPAL ADMINISTRATIONS DEPARTMENT PALAKONDA NAGAR PANCHAYAT 14th fc 2018-2019 Performance Grants NAME OF THE WORK
Page 7
Estimation cost 600000.00
Construction of cc road from Door No:133 to Door No:158, chinnarao house beside kalyana cheruvu, ward No:07 in Palakonda nagar panchayat ABSTRACT ESTIMATE Estimate Rs 600000.00 Sl No
Quantity
Description of the work
Rate
Per
Amount
1
2
3
4
5
6
25.28
Earthwork in excavation for road surface as per drawing in tremming Trenches and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other cum deliterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 Mord / 304 Morth RBR-FNDN-1 manual
204.27
cum
5163.95
33.44
Collection, supply, Spreading, filling of crusher stone dust cum with watering,etc complete as per SS and as Directed by Dept. officers. RBR - FNDN - 2
780.10
cum
26086.54
1
2
ABSTRACT
Page 8
Sl No
Quantity
Description of the work
Rate
Per
Amount
1
2
3
4
5
6
20.22
Vibrated Plain Cement Concrete M20 grade nominal mix for plain concrete in open foundations using 20mm Graded HBG aggregate, mechanically mixed, placed cum in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.
4345.78
cum
87871.67
28.38
Plain Cement concrete (1:4:8) with concrete mixture nominal mix using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted cum by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. BLD-CSTN-2-5
3483.55
cum
98863.15
3
4
ABSTRACT
Page 9
Sl No
Quantity
Description of the work
Rate
Per
Amount
1
2
3
4
5
6
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates, including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. RBR-CCPV-5
5851.87
cum
282469.76
5
48.27
cum
Sub Total 6 7 8 9
12.00% 3.00% 1.00% 1.00%
as per
500455.07
Provision Towards GST provision for scrutny and test check chagres provision for quality control Proivison for User charges
10 enclosed
Provision charges
for
seignorage
11
Provision items.
for
unforeseen
sheet LS
60055.00 15014.00 5005.00 5005.00 9407.00 5058.93 600000.00
DETAILED
Page 10
GOVERNMENT OF ANDHRA PRADESH MUNICIPAL ADMINISTRATIONS DEPARTMENT PALAKONDA NAGAR PANCHAYAT DETAILED ESTIMATE NAME OF THE WORK Construction of cc road from Door No:133 to Door No:158, chinnarao house beside kalyana cheruvu, ward No:07 in Palakonda nagar panchayat. Description of the work
Nos
1
2
3
1
Earthwork in excavation for road surface as per drawing in tremming Trenches and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deliterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 Mord / 304 Morth RBR-FNDN-1 manual
Measurements L B D 4 5 6
7
kerb WALL from door no-133 to door no-158
1
x 1
48.50
0.30 0.500
7.28
cross road
1
x 2
60.00
0.30 0.500
18.00 25.28 cum
Total 2
Qty
Collection, supply, Spreading, filling of crusher stone dust with watering,etc complete as per SS and as Directed by Dept. officers. RBR - FNDN - 2 Door No:133 to Door No:158
Road Surface Portion 1 0.00-10
1
x 1
10.00
2.25
0.10
2.25
10.00-20.00
1
x 1
10.00
2.30
0.10
2.30
20.00-22.00
1
x 1
2.00
2.40
0.10
0.48
0.00-10.00
1
x 1
10.00
2.40
0.10
2.40
10.00-20.00
1
x 1
20.00-30.00 30.00-33.5
1 1
x 1 x 1
10.00 10.00 3.35
2.30 2.25 2.40
0.10 0.10 0.10
2.30 2.25 0.80
0.00-10.00
1
x 1
10.00
2.60
0.10
2.60
10.00-20.00
1
x 1
10.00
2.60
0.10
2.60
Road Surface Portion 2
Road Surface Portion 3
DETAILED
Description of the work
Nos
2
3
1
Page 11
Measurements L B D 4 5 6
Qty 7
20.00-30.00
1
x 1
10.00
2.60
0.10
2.60
30.00-40.00
1
x 1
10.00
2.60
0.10
2.60
40.00-50.00
1
x 1
10.00
2.60
0.10
2.60
50.00-60.00
1
x 1
10.00
2.60
0.10
2.60
from door no-133 to door no-158
1
x 1
48.50
0.30 0.100
1.46
cross road
1
x 2
60.00
0.30 0.100
3.60
kerb WALL
Total
3
33.44
Vibrated Plain Cement Concrete M20 grade nominal mix for plain concrete in open foundations using 20mm Graded HBG aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. kerb WALL from door no-133 to door no-158
1
x 1
48.50
0.30 0.400
cross road
1
x 2
60.00
0.30 0.400
5.82 14.40 20.22 cum
4
Plain Cement concrete (1:4:8) with concrete mixture nominal mix using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. BLD-CSTN-2-5
DETAILED
Description of the work
Nos
2
3
1
Page 12
Measurements L B D 4 5 6
Qty 7
Door No:133 to Door No:158
Road Surface Portion 1 0.00-10 10.00-20.00 20.00-22.00
1 1 1
x 1 x 1 x 1
10.00 10.00 2.00
2.25 2.30 2.40
0.10 0.10 0.10
2.25 2.30 0.48
1 1 1 1
x x x x
1 1 1 1
10.00 10.00 10.00 3.35
2.40 2.30 2.25 2.40
0.10 0.10 0.10 0.10
2.40 2.30 2.25 0.80
1 1 1 1 1 1
x x x x x x
1 1 1 1 1 1
2.60 2.60 2.60 2.60 2.60 2.60
0.10 0.10 0.10 0.10 0.10 0.10
Road Surface Portion 2 0.00-10.00 10.00-20.00 20.00-30.00 30.00-33.5
Road Surface Portion 3 0.00-10.00 10.00-20.00 20.00-30.00 30.00-40.00 40.00-50.00 50.00-60.00 Total
10.00 10.00 10.00 10.00 10.00 10.00
2.60 2.60 2.60 2.60 2.60 2.60 28.38 cum
DETAILED
Description of the work
Nos
1
2
3
5
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates, including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing for 14- days, and water finishing to lines and grade as per drawing and Technical Door No:133 to Door Specification Clause 1501 No:158 MORD. RBR-CCPV-5
Page 13
Measurements L B D 4 5 6
Qty 7
Road Surface Portion 1 0.00-10 10.00-20.00 20.00-22.00
1 1 1
x 1 x 1 x 1
10.00 10.00 2.00
2.25 2.30 2.40
0.17 0.17 0.17
3.83 3.91 0.82
1 1 1 1
x x x x
1 1 1 1
10.00 10.00 10.00 3.35
2.40 2.30 2.25 2.40
0.17 0.17 0.17 0.17
4.08 3.91 3.83 1.37
1 1 1 1 1 1
x x x x x x
1 1 1 1 1 1
10.00 10.00 10.00 10.00 10.00 10.00
2.60 2.60 2.60 2.60 2.60 2.60
0.17 0.17 0.17 0.17 0.17 0.17
Road Surface Portion 2 0.00-10.00 10.00-20.00 20.00-30.00 30.00-33.5
Road Surface Portion 3 0.00-10.00 10.00-20.00 20.00-30.00 30.00-40.00 40.00-50.00 50.00-60.00 Total
4.42 4.42 4.42 4.42 4.42 4.42 48.27 cum
6
Provision Towards GST
12%
7
Provision for scrutny and test check chages
3%
8 9 10 11
Provision for 3rd party QC charges Provision for seignorage charges Provision for User Charges Provision for unforeseen items.
1%
As per enclosed sheet 1% LS
SC
Page 14
GOVERNMENT OF ANDHRA PRADESH MUNICIPAL ADMINISTRATIONS DEPARTMENT PALAKONDA NAGAR PANCHAYAT 14th fc 2018-2019 Performance Grants NAME OF THE WORK Construction of cc road from Door No:133 to Door No:158, chinnarao house beside kalyana cheruvu, ward No:07 in Palakonda nagar panchayat STATEMENT OF SEIGNORAGE CHARGES Sl. Rat Amoun No Quantity Description of the work Per e t . 1 2 3 4 5 6 1 #REF! ####REF! ###### #REF! 2 ### ####REF! ###### ### #REF! Say #REF!
ASSISTANT ENGINEER PALAKONDA NAGAR PANCHAYAT
COMMISSIONER PALAKONDA NAGAR PANCHAYAT
DEPUTY EXECUTIVE ENGINEER PH SUB DIVISION, SRIKAKULAM
SC (2)
Page 15
GOVERNMENT OF ANDHRA PRADESH MUNICIPAL ADMINISTRATIONS DEPARTMENT PALAKONDA NAGAR PANCHAYAT 14th fc 2018-2019 Performance Grants NAME OF THE WORK Construction of cc road from Door No:133 to Door No:158, chinnarao house beside kalyana cheruvu, ward No:07 in Palakonda nagar panchayat STATEMENT OF SEIGNORAGE CHARGES Sl. No. 1 1
Quantity
Description of the work
2
3
33.44
2
20.22
3
28.38
4
48.27
Rate Per 4
5
Collection, supply, Spreading, filling of crusher stone dust with watering,etc complete as per SS and as Directed by Cum Dept. officers. RBR - FNDN - 2 75.00 Cum Vibrated Plain Cement Concrete M20 grade nominal mix for plain concrete in open foundations using 20mm Graded HBG aggregate, mechanically mixed, placed in foundation 90.00 Cum and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Plain with and concrete mixture Clause Cement 802, 803,concrete 1202 & (1:4:8) 1203 MORD 1500, 1700 & nominal mix using 40 mm nominal size Graded hard stone 2100 MORTH. aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days Cum complete as per drawings and technical specifications 90.00 Cum Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. BLD-CSTN-2-5
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, Cum wedges, steel plates, including levelling the formwork as 90.00 cum per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. RBR-CCPV-5
6 2508.00
1819.80
2554.20
4344.30
9406.50
Total
Say
ASSISTANT ENGINEER PALAKONDA NAGAR PANCHAYAT
Amount
COMMISSIONER PALAKONDA NAGAR PANCHAYAT
9407