Construction of GWM near graveyard in Guddamalpura village Ghalpuji GP

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UÁæ«ÄÃt PÀÄrAiÀÄĪÀ ¤ÃgÀÄ ªÀÄvÀÄÛ £ÉʪÀÄð®å G¥À-«¨sÁUÀ ¨ÁåqÀV

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ :- ¨ÁåqÀV vÁ®ÆQ£À UÀÄqÀØzÀªÀįÁè¥ÀÄgÀ UÁæªÀÄzÀ ¸Àä±Á£ÀzÀ ºÀwÛgÀ §ÆzÀÄ ¤ÃgÀÄ ¤ªÀðºÀuÁ WÀlPÀ ¤ªÀiÁðt

CAzÁdÄ ªÉÆvÀÛ :- gÀÆ. 2.68 Lakhs

NAME OF WORK :- ¨ÁåqÀV vÁ®ÆQ£À UÀÄqÀØzÀªÀįÁè¥ÀÄgÀ UÁæªÀÄzÀ ¸Àä±Á£ÀzÀ ºÀwÛgÀ §ÆzÀÄ ¤ÃgÀÄ ¤ªÀðºÀuÁ WÀlPÀ ¤ªÀiÁðt

Division : R.W.S&S Division Haveri

Sub Division : R.W.S&S Sub Division Byadgi

Head of Account :

This Estimate prepared in the office of the Assistant Executive Engineer, R.W.S&S Sub Division Byadgi.

Estimated Cost :- Rs 2.68 Lakhs

Estimated prepared by :

Estimate Cheked by :

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Section Officer

R.W.S & S.Sub Division Byadgi

Name of work:- ¨ÁåqÀV vÁ®ÆQ£À UÀÄqÀØzÀªÀįÁè¥ÀÄgÀ UÁæªÀÄzÀ ¸Àä±Á£ÀzÀ ºÀwÛgÀ §ÆzÀÄ ¤ÃgÀÄ ¤ªÀðºÀuÁ WÀlPÀ ¤ªÀiÁðt

SL. No Item of Work Amount in Rs.

1 chamber 23936.75

3 CC Drain 202961.14

5 Other mislaneuose 260.49

Section Officer

R.D.W & S.Sub Division Byadgi

Name of work:- ¨ÁåqÀV vÁ®ÆQ£À UÀÄqÀØzÀªÀįÁè¥ÀÄgÀ UÁæªÀÄzÀ ¸Àä±Á£ÀzÀ ºÀwÛgÀ §ÆzÀÄ ¤ÃgÀÄ ¤ªÀðºÀuÁ WÀlPÀ ¤ªÀiÁðt

SUB ESTIMATE- DRAIN

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

1 clearing and grubbing road land bushes, including uprooting rank vegetation, grass, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle #REF! #REF! #REF!

Sl NO 2.4 Vol 3 Page no 9 PWD SR 2023-24)

2 Loosening, leveling and Compacting original ground supporting embankment |to facilitate placement of first layer of embankment, scarified to a depth of 1 50 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. #REF! #REF! #REF!

(SI No. -3.7,Vol-3 . Page No 17 PWD SR 2023-24)

3 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 pecifications, 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 #REF! #REF! #REF!

(PWD SR 2023-24 Item no 1.4 Page no-5 Vol 1 CHAPTER 1 )

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 1:4:8 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)

5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

(PWD SR 2023-24 Volume no1 Item No.2.4.2 page no 16Chapter 2)

Concrete wall 2 65.00 0.60 0.10 7.80

Bed Concrete 1 65.00 0.60 0.10 3.90

Pitching shoulder Concrete 1 11.50 0.20 0.10 0.23

6 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 All other type of structures #REF!

(SI No -2.11 h Vol-1. Page no 18 PWD SR 2023-24)

7 Providing and constructing dry rubble stone pitching with pinheaders at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete.300mm thick #REF!

(SI No -3.41.2, Vol-4. Page no 54 WRD SR 2023-24)

Total 202961.14

Section Officer

RDWS&S Sub Division, Byadgi

Assistant Executive Engineer

PRE Sub Div Byadgi

Name of work:- ¨ÁåqÀV vÁ®ÆQ£À UÀÄqÀØzÀªÀįÁè¥ÀÄgÀ UÁæªÀÄzÀ ¸Àä±Á£ÀzÀ ºÀwÛgÀ §ÆzÀÄ ¤ÃgÀÄ ¤ªÀðºÀuÁ WÀlPÀ ¤ªÀiÁðt

SUB ESTIMATE - CHAMBER

Sl. No. ITEM No L W D Qty Unit Rate Amount

1 Chamber : 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. (SI No 1.4.1, Vol-1 . PWD SR 2023-24))

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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates (SI No 2.1.4, Vol-1 . PWD SR 2023-24))

3 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. (SI No -6.32, Vol-2. Page no 17 PWD SR 2023-24)

4 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry 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. (SI No -8.6.1 Vol-2. Page no 42 PWD SR 2023-24)

Sub TOTAL 23936.75

Section Officer

RDWS&S Sub Division, Byadgi