Construction of Drain and development Road Municipal ward no 21 From Mahanthesha nagar Nagappa Katte to Pujaras house Mudenurs house to Bastaoy and compundBasavanagar Tulsigeris house Up to Chunchanur house, from Mageris house to Pathanas house in Asyra plot from Pujaras house to Matans lawyers house (Reserved for ST)

TOWN MUNICIPAL COUNCIL, RAMDURG

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DETAILED ESTIMATE:

Sl. No Particulars of Items of Work No's Length, L in m Breadth, B in m Depth, D in m Quantity Unit Rate in Rs. Amount in Rs.

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 Page No 5 In No 1.4.1 (Volume-I) Basic Rate 242.00 Add 5% AW* 12.10 Total 254.10

£ÁUÀ¥Àà£À PÀmÉÖ¬ÄAzÀ ¥ÀÄeÁgÀ CªÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ, 1 150.00 1.00 0.70 105.00

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ, 1 400.00 1.00 0.70 280.00

¥ÀÆeÁgÀªÀgÀ ªÀģɬÄAzÀ ªÀiÁvÀ£ÀªÀgÀ ªÀQîgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ 1 200.00 1.00 0.70 140.00

D±ÀæAiÀÄ ¥ÁèmïzÀ°è ªÀiÁåUÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ¥ÀoÁtAiÀĪÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ, 1 300.00 1.00 0.70 210.00

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 40 mm nominal size graded crushed coarse aggregates No. 2.1.3 P.No. 15 S.R 2023-24 (Volume-I) Basic Rate 5989.00 Add 5% AW* 299.45 Total 6288.45

£ÁUÀ¥Àà£À PÀmÉÖ¬ÄAzÀ ¥ÀÄeÁgÀ CªÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ, 1 150.00 1.00 0.15 22.50

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ, 1 400.00 1.00 0.15 60.00

¥ÀÆeÁgÀªÀgÀ ªÀģɬÄAzÀ ªÀiÁvÀ£ÀªÀgÀ ªÀQîgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ 1 200.00 1.00 0.15 30.00

D±ÀæAiÀÄ ¥ÁèmïzÀ°è ªÀiÁåUÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ¥ÀoÁtAiÀĪÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ, 1 300.00 1.00 0.15 45.00

3 Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 Page No 15 I No 2.3.1 Base Rate 6323.00 Add 5% 316.10 =6639.10 (Volume-I)

£ÁUÀ¥Àà£À PÀmÉÖ¬ÄAzÀ ¥ÀÄeÁgÀ CªÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ,

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ,

¥ÀÆeÁgÀªÀgÀ ªÀģɬÄAzÀ ªÀiÁvÀ£ÀªÀgÀ ªÀQîgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ

D±ÀæAiÀÄ ¥ÁèmïzÀ°è ªÀiÁåUÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ¥ÀoÁtAiÀĪÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ,

4 Addendum I – Percentage Additionalities for Formwork,Centering & Scaffolding As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below : Foundation, Sub structure (5%) SI No. 4 P.No. 111 S.R 2023-24 (Volume-I) Rate *35%/100=2323.68

£ÁUÀ¥Àà£À PÀmÉÖ¬ÄAzÀ ¥ÀÄeÁgÀ CªÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ,

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ,

¥ÀÆeÁgÀªÀgÀ ªÀģɬÄAzÀ ªÀiÁvÀ£ÀªÀgÀ ªÀQîgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ

D±ÀæAiÀÄ ¥ÁèmïzÀ°è ªÀiÁåUÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ¥ÀoÁtAiÀĪÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ,

5 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. It No. 2.11 H P.No. 18 S.R 2023-24 (Volume-I) Basic Rate : 79011.00 Add 5% AW* 3950.55 Total 82961.55

£ÁUÀ¥Àà£À PÀmÉÖ¬ÄAzÀ ¥ÀÄeÁgÀ CªÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ,

Drin Length Const

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ,

Drin Length Const

¥ÀÆeÁgÀªÀgÀ ªÀģɬÄAzÀ ªÀiÁvÀ£ÀªÀgÀ ªÀQîgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ

Drin Length Const

D±ÀæAiÀÄ ¥ÁèmïzÀ°è ªÀiÁåUÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ¥ÀoÁtAiÀĪÀgÀ ªÀÄ£ÉAiÀĪÀgÉUÉ,

Drin Length Const

6 Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. It No. 1.1 P.No. 5 S.R 2023-24 (Volume-I) Basic Rate 91.00 Add 5% AW* 4.55 Total 95.55

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ, 1 290.00 4.00 0.15 174.00

§¸ÀªÀ£ÀUÀgÀ vÀļÀ¹UÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ZÀÄAZÀ£ÀÆgÀ ªÀÄ£ÉAiÀÄ ªÀgÉUÉ, 1 100.00 7.00 0.15 105.00

7 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work It No. 3.1 P.No. 15 (Volume-III) Basic Rate 32.00 Add 5% AW* 1.60 Total 33.60

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ, 1 290.00 4.00 0.15 174.00

§¸ÀªÀ£ÀUÀgÀ vÀļÀ¹UÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ZÀÄAZÀ£ÀÆgÀ ªÀÄ£ÉAiÀÄ ªÀgÉUÉ, 1 100.00 7.00 0.15 105.00

8 Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate lacement 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.It No. 3.7 P.No. 17 SR 2023-24 (Volume-III) Basic Rate 105.00 Add 5% AW* 5.25 Total 110.25

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ, 1 290.00 4.00 0.15 174.00

§¸ÀªÀ£ÀUÀgÀ vÀļÀ¹UÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ZÀÄAZÀ£ÀÆgÀ ªÀÄ£ÉAiÀÄ ªÀgÉUÉ, 1 100.00 7.00 0.15 105.00

9 Construction of Subgrade and Earthen Shoulders It No. 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 It No. 3.6 P.No. 17 SR 2023-24 (Volume-III) P.No. 17 SR 2023-24 (Volume-III) Basic Rate 493.00 Add 5% AW* 24.65 Total 517.65

ªÀÄÄzÉãÀÆgÀAiÀĪÀgÀ ªÀģɬÄAzÀ §¸ÁÖöåAqï PÀA¥ËAqÀ ªÀgÉUÉ, 1 290.00 4.00 0.15 174.00

10 Dry Lean Cement Concrete Sub-base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. It No. 6.1 P.No. 49 S.R 2023-24 (Volume-III) Basic Rate 4,920.00 Add 5% AW* 246.00 Total 5166.00

§¸ÀªÀ£ÀUÀgÀ vÀļÀ¹UÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ZÀÄAZÀ£ÀÆgÀ ªÀÄ£ÉAiÀÄ ªÀgÉUÉ, 1 260.00 4.00 0.10 104.00

§¸ÀªÀ£ÀUÀgÀ vÀļÀ¹UÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ZÀÄAZÀ£ÀÆgÀ ªÀÄ£ÉAiÀÄ ªÀgÉUÉ, 1 100.00 6.50 0.10 65.00

11 Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately)It No. 6.6 P.No. 51 S.R 2023-24 (Volume-III) Basic Rate 6774.00 Add 5% AW* 338.70 Total 7112.70

§¸ÀªÀ£ÀUÀgÀ vÀļÀ¹UÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ZÀÄAZÀ£ÀÆgÀ ªÀÄ£ÉAiÀÄ ªÀgÉUÉ, 1 260.00 4.00 0.15 156.00

§¸ÀªÀ£ÀUÀgÀ vÀļÀ¹UÉÃjAiÀĪÀgÀ ªÀģɬÄAzÀ ZÀÄAZÀ£ÀÆgÀ ªÀÄ£ÉAiÀÄ ªÀgÉUÉ, 1 100.00 6.50 0.15 97.50

Gross Total Rs 9,000,000.00

Junior Engineer Chief Officer

TMC, Ramdurg TMC Ramdurg