Town Panchayt Lokapur ward no 08 and ward no 11 pipeline for the newly construction toilets and providing electricity supply and ramp for the indira canteen

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TOWN PANCHAYAT,LOKAPUR

[Paragraph 130 (a) of the Karnataka Public Works Department Code]

Sanctioned Estimate No. :

Estimate framed in the office of the ENGINEERING SECTION,TOWN PANCHAYAT LOKAPUR

Estimate for the work

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Estimated Cost 2.16 Lakhs

Administratively approved under No. Date :

Technically sanctioned under No. Date :

Estimate prepared by : Sri Prashant.A.Patil JE

Checked by : Sri

Junior Engineer Chief Officer

Town Panchayat Town Panchayat

Lokapur Lokapur

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Estimate Cost : 2.16 Lakhs

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TOWN PANCHAYAT,LOKAPUR

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(PARA 133(i) OF K.P.W.D.)

i) Certified that Prashant A Patil Junior Engineer Town Panchayat Lokapur have personally visited the work spot, and prepared the estimate using sanctioned schedule of rates and providing most economical and safe way of executing the work.

ii) Certified that the provisions made in this estimate are not provided in any of the sanctioned estimate.

Town Panchayat Lokapur Town Panchayat Lokapur

TOWN PANCHAYAT,LOKAPUR

CHECK LIST ACCOMPANYING THE ESTIMATE

1) Face Sheet duly filled up with all relevant particulars and signed by all the concerned officers/officials is enclosed. : Yes

2) Whether administrative approval is accorded or not. If accorded the letter No. & date to be furnished. : Yes

3) General Report with all details highlighting the importance of work is enclosed or not. : Yes

4) Whether estimate is prepared as per current S.R. or not. : Yes

5) Abstract Sheet with details of specifications as per C.S.R. with all leads and lifts for all the items, is enclosed or not. : --

6) Detailed Measurement Sheet with specification as per C.S.R. with all leads and lifts, is enclosed or not. : Yes

7) Whether the approved quarry maps for different materials of construction are enclosed or not. : --

8) Rate Analysis with detailed specifications as per C.S.R. with necessary leads and lifts by adding difference in issue rate of materials duly signed for each item is enclosed or not. : --

9) If market rate is considered in the rate analysis the procedure followed as per rules is to be furnished in the form of certificate for such items with details. : --

10) Co-efficient considered in the estimate are one and the same with reference to schedule of rates approved. : No

11) Lead Statement based on approved quarry map is enclosed or not. : --

12) Measurements considered in the estimate are as per type plans approved by the competent authority is enclosed or not. : Yes

13) Whether trial pit results approved by competent authority are enclosed or not. : --

14) Approved plan, elevation and foundation details are enclosed or not : --

15) Whether provision is made in the estimate for draining away water from the building/road/bridges etc. : --

16) Whether provision is made for electricity, water supply, drainage and other items. : --

17) Whether required certificates as per conduct rule is enclosed or not. : Yes

18) Whether the work is included in programme of works or not. :

19) Whether the estimate has been neatly typed and submitted in duplicate or not. : Yes

TPC Lokapur TPC Lokapur

TOWN PANCHAYAT LOKAPUR

2026-27 £É ¸Á°£À ಸಾಮನ್ಯ ಸ್ಥಳೀಯ ಅನುದಾನ

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1 ESTIMATE 183035.45

5 Total Rs. 215981.84

6 Miscelellaneous & Rounding Off 18.16 229.76

7 Total Amount Rs. 216000.00

Junior Engineer CO

TP Lokapur TP Lokapur

TOWN PANCHAYAT LOKAPUR

2025-26 £É ¸Á°£À ಸಾಮನ್ಯ ಸ್ಥಳೀಯ ಅನುದಾನ

NAME OF WORK : ¯ÉÆÃPÁ¥ÀÆgÀ ¥ÀlÖtzÀ ©æqÀÓ ºÀwÛgÀzÀ ¸Àä±Á£ÀPÉÌ gÀ¸ÉÛ C©ªÀÈ¢Ý ªÀiÁqÀĪÀÅzÀÄ.

ESTIMATE COST : 2.16 LAKHS

SL No Description S.R Rate Analysisi 2023-24 No L B D Qty Unit Rate Amount

1 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m (PWD SR 2023-24 / VOLUME 1 / I NO 1.4.1 / P. NO 05)

Area weightage @ 3% 7.26

Final Rate 249.26

2 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. .(PWD SR 2023-24 / VOLUME 3 / I NO 3.7 / P. NO 17)

Area weightage @ 3% 3.15

Final Rate 108.15

3 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work..(PWD SR 2023-24 / VOLUME 1 / I NO 1.8 / P. NO 07)

Area weightage @ 3% 14.22

Final Rate 488.22

4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (PWD Common Schedule of Rate 2023-24 Page No. 15 Item No 2.16 Vol -1)

Basic Rate 6243

Area weightage @ 3% 187.29 `

Final Rate 6430.29

5 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)(PWD CSR 2023-24 Volume -2 Pg.No 9 I.No 5.1.1 ) 5.82

Basic Rate 5611

Area weightage @ 3% 168.33

Final Rate 5779.33

6 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge..(PWD SR 2023-24 / VOLUME 2 / I NO8.2.1 / P. NO 41)

Basic Rate 295.00

Area weightage @ 3% 8.85

Final Rate 303.85

Total Rs. 183035.45

Add GST 18% 32946.38

Total Rs. 215981.84

Miscelellaneous & Rounding Off 18.16 229.76

Total Amount Rs. 216000.00

1 The work spot has been inspected by me and founf necessary

2 The provisions made in estimate are necessary and economical

3 The estimate is based on PWD SR of 2023-24

Junior Engineer Chief officer

TP Lokapur TP Lokapur

SL No Description Unit Qty Rate Amount

1 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m (PWD SR 2023-24 / VOLUME 1 / I NO 1.4.1 / P. NO 05) Cum 10.89 249.26 2714.44

2 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. .(PWD SR 2023-24 / VOLUME 3 / I NO 3.7 / P. NO 17) Cum 19.04 108.15 2058.64

3 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work..(PWD SR 2023-24 / VOLUME 1 / I NO 1.8 / P. NO 07) Cum 127.17 488.22 62086.94

4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (PWD Common Schedule of Rate 2023-24 Page No. 15 Item No 2.16 Vol -1) Cum 2.23 6430.29 14323.47

5 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)(PWD CSR 2023-24 Volume -2 Pg.No 9 I.No 5.1.1 ) Cum 16.58 5779.33 95835.74

6 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge..(PWD SR 2023-24 / VOLUME 2 / I NO8.2.1 / P. NO 41) Sqm 19.80 303.85 6016.23