Laying of HDPE pipelines in Ward Nos. 11 and 12 of Lokapur town

ಲೋಕಾಪೂರ ಪಟ್ಟಣದ ವಾರ್ಡ ನಂ-11 ಮತ್ತು 12 ರಲ್ಲಿ JZï.r.¦.E. ¥ÉÊ¥À¯ÉÊ£ï ಅಳವಡಿಸುವುದು.

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 11.07 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 : 11.07 Lakhs

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TOWN PANCHAYAT,LOKAPUR

ಲೋಕಾಪೂರ ಪಟ್ಟಣದ ವಾರ್ಡ ನಂ-11 ಮತ್ತು 12 ರಲ್ಲಿ JZï.r.¦.E. ¥ÉÊ¥À¯ÉÊ£ï ಅಳವಡಿಸುವುದು.

(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

NAME OF WORK : ಲೋಕಾಪೂರ ಪಟ್ಟಣದ ವಾರ್ಡ ನಂ-11 ಮತ್ತು 12 ರಲ್ಲಿ JZï.r.¦.E. ¥ÉÊ¥À¯ÉÊ£ï ಅಳವಡಿಸುವುದು.

ESTIMATE COST : 11.07 LAKHS

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

1 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. (PWD Common Schedule of Rate 2023-24 Page No. 187 Item No 19.2.1 Vol -2)

Basic Rate 1663

Area weightage @ 3% 49.89

Final Rate 1712.89 40

2 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 40

3 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia (PWD SR 2023-24 / VOLUME 5 / I NO 9.1.1 / P. NO 95 )

Area weightage @ 3% 5.67

Final Rate 194.67 40

Vinayak bhovi house to Subhani Nadaf 1 75 75

Maibub Bhagawan house to Mabushi gudaghi house 1 30 30

Venkanna Gasti House to Yusuf Bagawan 1 40 40

Shankreppa watekar house to Rajak Pendar 1 60 60

Hugar house to Santhosh Alamatti House 1 85 85

Vivek Udapudi house to Shrinivas Rudraxi house 1 230 230

Anganawadi to Gali durgadevi temple 1 75 75

Kantu house to M Gudagi house 1 70 70

Goodu Chitrabanukote house to Shankar Bajantri House 1 100 100

Yaseen Bagawan house to Maibub Bagawan house 1 30 30

Kamble house to Hanamant Gasti House 1 100 100

Sharad house to Yadawad Road 1 100 100

Iravva sakri house to Mudhol Road 1 85 85

Mehabub Ingalagi house to Mudhol Road 1 315 315

Suresh house to Somu Kandli house 1 107 107

Near iranna Gasti house 1 20 20

Krishna Bajantri, and Suresh Bhovi house to Mudhol Road 1 700 700

4 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and owering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both estination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete90 MM ELECTRO FUSION TEE (PWD SR 2023-24 / VOLUME 5 / I NO 9.17.31 / P. NO 108 )

Area weightage @ 3% 15.84

Final Rate 543.84 40

90 MM ELECTRO FUSION TEE 1 18 18

5 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and owering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both estination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete63 MM ELECTRO FUSION COUPLER (PWD SR 2023-24 / VOLUME 5 / I NO 9.17.27 / P. NO 107 )

Area weightage @ 3% 4.23

Final Rate 145.23 40

63 MM ELECTRO FUSION COUPLER 1 32 32

6 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and owering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both estination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete 90 MM ELECTRO FUSION COUPLER (PWD SR 2023-24 / VOLUME 5 / I NO 9.17.29 / P. NO 107 )

Area weightage @ 3% 6.93

Final Rate 237.93 40

90 MM ELECTRO FUSION COUPLER 1 25 25

7 Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and owering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both estination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete90X63 MM ELECTRO FUSION REDUCER (PWD SR 2023-24 / VOLUME 5 / I NO9.17.37 / P. NO 108 )

Area weightage @ 3% 13.26

Final Rate 455.26 40

90X63 MM ELECTRO FUSION REDUCER 1 21 21

8 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. completeFor sluice Valve of PN - 10.0 and 50mm (PWD SR 2023-24 / VOLUME 5 / I NO 2.23.1 / P. NO 22 )

Basic Rate 5535

Area weightage @ 3% 166.05

Final Rate 5701.05 40

For sluice Valve of PN - 10.0 and 50mm 1 6 6

9 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For sluice Valve of PN -10.0 and 80mm (PWD SR 2023-24 / VOLUME 5 / I NO 2.23.2 / P. NO 22 )

Basic Rate 10393

Area weightage @ 3% 311.79

Final Rate 10704.79 40

For sluice Valve of PN -10.0 and 80mm 1 3 3

10 Labour charges for laying & jointing of DI pipes of all classes rolling and lowering into trenches, laying true to line, level and perfect linking at joints and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of pipes,rubber gasket and specials) with rubber gaskets including cleaning the sockets and spigot ends with saop solutions and applying soft soap to the spigot and socket end before insertion of rubber gaskets, jointing and fixing in perfect conditions including the cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS etc. with all leads and lifts (Earth work excavation in trenches,conveying of materials from stores to be measured and paid for separately) (Contractor will make his own arrangements for procuring water for testing) etc. complete for: (PWD Common Schedule of Rate 2023-24 Page No. 53 Item No 4.4.1 Vol -5)

Area weightage @ 3% 2.16

Final Rate 74.16 40

11 Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm dia PVC SERVICE SADDLES (PWD Common Schedule of Rate 2023-24 Page No. 119 Item No10.12.4 Vol -5)

Area weightage @ 3% 3.09

Final Rate 106.09 40

12 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for: 25mm (PWD Common Schedule of Rate 2023-24 Page No. 121 Item No10.15.1 Vol -5)

Area weightage @ 3% 0.63

Final Rate 21.63 40

Total Rs. 937709.68

Total Rs. 1106497.43

Miscelellaneous & Rounding Off 502.57 229.76

Total Amount Rs. 1107000.00

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