IMPROVEMENT OF PHYSIICALLY DISABLED BUILDING IN GHALPUJI VILLAGE UNDER 15TH FINANCE

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f¯Áè ¥ÀAZÁAiÀÄvÀ, ºÁªÉÃj

¥ÀAZÁAiÀÄvÀ gÁeï EAf¤ÃAiÀÄjAUï «¨sÁUÀ, ºÁªÉÃj

¥ÀAZÁAiÀÄvÀ gÁeï EAf¤ÃAiÀÄjAUï G¥À «¨sÁUÀ, ¨ÁåqÀV

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ :- ¨ÁåqÀV vÁ®ÆQ£À WÁ¼À¥ÀÆf UÁæªÀÄzÀ°è «PÀ®ZÉÃvÀ£ÀgÀ PÀ¯ÁåtzÀ C£ÀÄzÁ£ÀzÀ°è «PÀ®ZÉÃvÀ£ÀjUÉ «ÄøÀ°j¹zÀ PÀlÖqÀ PÁªÀÄUÁj ªÀÄÄAzÀĪÀgÉzÀ PÁªÀÄUÁj

CAzÁdÄ ªÉÆvÀÛ :- 115192/-

¯ÉPÀÌ ²Ã¶ðPÉ :- 2020-21 £Éà ¸Á°£À 15 £Éà ºÀtPÁ¸ÀÄ AiÉÆÃd£É

NAME OF WORK :- ¨ÁåqÀV vÁ®ÆQ£À WÁ¼À¥ÀÆf UÁæªÀÄzÀ°è «PÀ®ZÉÃvÀ£ÀgÀ PÀ¯ÁåtzÀ C£ÀÄzÁ£ÀzÀ°è «PÀ®ZÉÃvÀ£ÀjUÉ «ÄøÀ°j¹zÀ PÀlÖqÀ PÁªÀÄUÁj ªÀÄÄAzÀĪÀgÉzÀ PÁªÀÄUÁj

Division : P.R.E. Division Haveri

Sub Division : P.R.E. Sub Division Byadgi

Head of Account : 2020-21 £Éà ¸Á°£À 15 £Éà ºÀtPÁ¸ÀÄ AiÉÆÃd£É

This estimate prepared in the office of the Assistant Executive Engineer, P.R.E Sub Division, Byadgi.

Estimated Cost :- Rs. 115192/-

Estimated prepared by : Y.K.METAGAR

Estimate Cheked by :

¨ÁåqÀV vÁ®ÆQ£À WÁ¼À¥ÀÆf UÁæªÀÄzÀ°è «PÀ®ZÉÃvÀ£ÀgÀ PÀ¯ÁåtzÀ C£ÀÄzÁ£ÀzÀ°è «PÀ®ZÉÃvÀ£ÀjUÉ «ÄøÀ°j¹zÀ PÀlÖqÀ PÁªÀÄUÁj ªÀÄÄAzÀĪÀgÉzÀ PÁªÀÄUÁj PÁªÀÄUÁjAiÀÄÄ 2020-21 £Éà ¸Á°£À 15 £Éà ºÀtPÁ¸ÀÄ AiÉÆÃd£É gÀÆ. 115192/- ®PÀëPÉÌ ªÀÄAdÆgÁVzÀÄÝ ¸ÀzÀj PÁªÀÄUÁjUÉ ¸ÀA§A¢¸ÀzÀAvÉ ¸ÀܼÀ ¥Àgj²Ã°¹ PÁªÀÄUÁj ¥ÀÆtðUÉƼÀî®Ä ¨ÉÃPÁzÀ CªÀ±Àå«gÀĪÀ LlAUÀ¼À£ÀÄß C¼ÀªÀr¹ CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß 2023-24 £Éà ¸Á°£À ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ zÀgÀ ¥ÀnÖUÀ¼À ¥ÀæPÁgÀ vÀAiÀiÁj¸À¯ÁVzÉ.

Section Officer Assistant Executive Engineer

PRE Sub Division, Byadgi PRE Sub Division, Byadgi

2017-18¹ÙÓ ÊÑŹРÊБÑþ§ »Ûõ®°Ð ÆÑÄÑ ‘Ù֬Я ºÀЦÑþ± ‘ÑÀÐԖѧ–Ù ÀÐԁ¡Ö¤Ñ·Ð ƒ¹ÐԷѹÐ

Name of Work :- ¨ÁåqÀV vÁ®ÆQ£À WÁ¼À¥ÀÆf UÁæªÀÄzÀ°è «PÀ®ZÉÃvÀ£ÀgÀ PÀ¯ÁåtzÀ C£ÀÄzÁ£ÀzÀ°è «PÀ®ZÉÃvÀ£ÀjUÉ «ÄøÀ°j¹zÀ PÀlÖqÀ PÁªÀÄUÁj ªÀÄÄAzÀĪÀgÉzÀ PÁªÀÄUÁj

Head of Account :- 2020-21 £Éà ¸Á°£À 15 £Éà ºÀtPÁ¸ÀÄ AiÉÆÃd£É

Estimate Amount :- 115192/-

Sl. No. Item L B D/H Qty Unit Rate Amount

1 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregate

(PWD SR 2023-24 Vol 1 Item no 2.1.2 Page No-15 CHAPTER 2)

2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.2.5.1M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate

(PWD SR 2023-24 Vol 1 Item no2.5.2 Page No-16 CHAPTER2)

Wall Beam 2 4.5 0.2 0.5

3 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Buildings

(PWD SR 2023-24 Vol 1 Item no2.11 a Page No-18 CHAPTER2)

4 Additionalities for Formwork, Centering & RCC ColumnsSlabs 70%

(PWD SR 2021-22 vol 1 page no 111 Item No.9)

Cum Septic tank slab

5 Additionalities for Formwork, Centering & Beams & Lintels of Building60%

(PWD SR 2023-242 vol 1 page no 112 Item No.14 )

Wall Beam 2 4.5 0.2 0.5

6 RCC Roof Slabs 50%Appendix I – Additionalities for Formwork, Centering & ScaffoldingPercentage on finished rateof concrete per m3

(PWD SR 2021-22 vol 1 page no-111 item no- 15 )

7 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications

. (PWD SR 2021-22 Vol 2 Page no - 17 Item no 6.32 Chapter - 6)

Deduction Door (D) 1 0.9 1.2

ventilator 1 0.9 1.2

Tender premium 3%

Other miscellionous charge

Section Officer Assistant Executive Engineer

PRE Sub Div Byadagi PRE Sub Div Byadagi