CONSTRUCTION OF LIBRARY AT NOSAGERE VILLAGE, NOSAGERE GRAMA PANCHAYATH MALUR TALUK, KOLAR DISTRICT

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ: ªÀiÁ®ÆgÀÄ vÁ®ÆèPÀÄ £ÉƸÀUÉgÉ UÁæªÀÄ ¥ÀAZÁ¬Äw £ÉƸÀUÉgÉ UÁæªÀÄzÀ°è UÀæAxÁ®AiÀÄ ¤ªÀiÁðt PÁªÀÄUÁj

QjAiÀÄ C©üAiÀÄAvÀgÀgÀÄ Assistant Executive Engineer

PRE Sub Division, Malur.

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PRED PRED Sub division Kolar

GOVERNMENT OF KARNATAKA

PÁAiÀÄð¥Á®PÀ C©üAiÀÄAvÀgÀgÀ PÀZÉÃj

¥ÀAZÁAiÀÄvï gÁeï EAf¤AiÀÄjAUï «¨sÁUÀ

CAzÁdÄ ªÉÆvÀÛ gÀÆ.

Certified that the proposed work is personally inspected by Sri.M.Manjunath, Assistant Executive Engineer, PRE Sub Division, Sri.V.Srinivas, Junior Engineer, PRE Sub Kolar and that the Estmate is prepared using most economical design parameters as per RDED S.R Bangalore Circle for the year 2013-14.

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¥ÀAZÁAiÀÄvï gÁeï EAf¤AiÀÄjAUï G¥À «¨sÁUÀ

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1. Earth work excavation by manual means for drains,

2. Providing and laying in position Cement Concrete for levelling course

3. Providing Coursed rubble masonry

4. Providing and laying in position Cement Concrete for all Sub structures

3. Centering charges @ 8% over finished rates

6. Supplying, fitting and placing TMT FE 550 / 550D Steel

7. Filling available excavated earth (excluding rock) in trenches

8. Providing Brick work with common burnt clay Non Modular bricks

ªÉÄîÌAqÀ PÁªÀÄUÁjAiÀÄ CAzÁdÄ ¥ÀnÖAiÀÄ£ÀÄß 2023-24 £Éà ¸Á°£À ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ ªÀÄvÀÄÛ ¥ÀAZÁAiÀÄvï gÁeï EAf¤AiÀÄjAUï E¯ÁSÉ ¨ÉAUÀ¼ÀÆgÀÄ ªÀÈvÀÛ zÀgÀ ¥ÀnÖAiÀÄAvÉ gÀÆ. 10,00,000/- UÀ½UÉ vÀAiÀiÁj¸À¯ÁVzÀÄÝ, ¸ÀzÀj CAzÁdÄ ¥ÀnÖUÉ ¯ÉPÀÌ ²Ã¶ðPÉ ªÀUÀð-2 C£ÀÄzÁ£ÀzÀr vÁAwæPÀ ªÀÄAdÆgÁw ¤ÃqÀ®Ä F ªÀÄÆ®PÀ ¸À°è¸À¯ÁVzÉ.

QjAiÀÄ C©üAiÀÄAvÀgÀgÀÄ Assistant Executive Engineer

PRE Sub Division, Malur.

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PRED Division Kolar PRED Sub division Malur.

GOVERNMENT OF KARNATAKA

PÁAiÀÄð¥Á®PÀ C©üAiÀÄAvÀgÀgÀ PÀZÉÃj

¥ÀAZÁAiÀÄvï gÁeï EAf¤AiÀÄjAUï «¨sÁUÀ

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ: ªÀiÁ®ÆgÀÄ vÁ®ÆèPÀÄ £ÉƸÀUÉgÉ UÁæªÀÄ ¥ÀAZÁ¬Äw £ÉƸÀUÉgÉ UÁæªÀÄzÀ°è UÀæAxÁ®AiÀÄ ¤ªÀiÁðt PÁªÀÄUÁj

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CAzÁdÄ ªÉÆvÀÛ gÀÆ.

Certified that the proposed work is personally inspected by Sri. M.V.Venkatachalapathy, Assistant Executive Engineer, PRE Sub Division, Sri.Imran Pasha.K.S, Jr. Engineer, PRE Sub Division, Malur, and that the Estmate is prepared using most economical design parameters as per RDED / PW,P&IWTD common S.R Bangalore Circle for the year 2023-24.

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¯É.²Ã. : ªÀUÀð-2 CAzÁdÄ ªÉÆvÀÛ gÀÆ.

Sl No. Description of Item Unit Length Breadth Depth Qnty 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. (Vol 1 Page No. 5 I.No. 1.4.1)

Wall between Study room & Toilet, Computer room 2 3 0.75 0.75 Cmtr

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. (Vol 1 Page No. 15 I.No. 2.1.1) (w.e.f 08.10.25)

Wall between Study room & Toilet, Computer room 2 3 0.75 0.15 Cmtr

3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol 2 Page No. 9 I.No. 5.3) (w.e.f 08.10.2025)

1st Step Toilet LW 3 9 0.6 0.6 Cmtr

SW 2 9 0.6 0.6 Cmtr

Wall between Study room & Toilet, Computer room 2 3 0.6 0.6 Cmtr

2nd Step Toilet LW 3 9 0.45 0.45 Cmtr

Wall between Study room & Toilet, Computer room 2 3 0.45 0.45 Cmtr

4 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. (Vol 1 Page No. 16 I.No. 2.4.2) (w.e.f 08.10.25)

Wall between Study room & Toilet, Computer room 2 3 0.45 0.15 Cmtr

5 Centering charges @ 8% over finished rates for the Foundation upto Plinth a. Isolated. (Page no. 115 Item no. 1 Volume 1)

6 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.. (Page no.13 Item no. 6.2 Volume 2)

LW 3 9 0.23 3 Cmtr

SW 2 9 0.23 3 Cmtr

Wall between Study room & Toilet, Computer room 2 3 0.23 3 Cmtr

Parapet alround 1 36 0.1 0.6 Cmtr

Deduct D1 -1 1 0.23 2.1 Cmtr

7 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. . (Page no. 16 Item no. 2.5.1 Volume 1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Lintle LW 3 9 0.23 0.1 Cmtr

SW 2 9 0.23 0.1 Cmtr

Chajja W 3 1.8 0.6 0.075 Cmtr

Front 1 9 0.6 0.075 Cmtr

Beam LW 3 9 0.23 0.3 Cmtr

SW 2 9 0.23 0.3 Cmtr

Roof 1 9 9 0.15 Cmtr

8 Centering charges @ 50% RCC Roof Slabs

9 Centering charges @ 60% RCC Beams, Lintels & Troughs of Aqueducts

10 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. (Page no. 18 Item no. 2.11 a Volume 1)

Columns footings 40 Kg/Cmtr Mtonne

11 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (Page no. 86 Item no. 11.34A)

13 Miscellaneous charges 1307

[Rupees Ten Lakhs Only]

Section Officer Asst. Executive Engineer

P.R.E Sub Division, Malur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ: ªÀiÁ®ÆgÀÄ vÁ®ÆèPÀÄ £ÉƸÀUÉgÉ UÁæªÀÄ ¥ÀAZÁ¬Äw £ÉƸÀUÉgÉ UÁæªÀÄzÀ°è UÀæAxÁ®AiÀÄ ¤ªÀiÁðt PÁªÀÄUÁj

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Sl No. Description of Item Unit Length Breadth Depth Qnty 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. (Vol 1 Page No. 5 I.No. 1.4.1)

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. (Vol 1 Page No. 15 I.No. 2.1.1) (w.e.f 08.10.25)

3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol 2 Page No. 9 I.No. 5.3) (w.e.f 08.10.2025)

1st Step Toilet LW 3 9 0.6 0.6 Cmtr

SW 2 9 0.6 0.6 Cmtr

2nd Step Toilet LW 3 9 0.45 0.45 Cmtr

4 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. (Vol 1 Page No. 16 I.No. 2.4.2) (w.e.f 08.10.25)

5 Centering charges @ 8% over finished rates for the Foundation upto Plinth a. Isolated. (Page no. 115 Item no. 1 Volume 1)

6 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.. (Page no.13 Item no. 6.2 Volume 2)

LW 3 9 0.23 3 Cmtr

SW 2 9 0.23 3 Cmtr

Parapet alround 1 36 0.1 0.6 Cmtr

Deduct D1 -1 1 0.23 2.1 Cmtr

7 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. . (Page no. 16 Item no. 2.5.1 Volume 1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Lintle LW 3 9 0.23 0.1 Cmtr

SW 2 9 0.23 0.1 Cmtr

Chajja W 3 1.8 0.6 0.075 Cmtr

Front 1 9 0.6 0.075 Cmtr

Beam LW 3 9 0.23 0.3 Cmtr

SW 2 9 0.23 0.3 Cmtr

Roof 1 9 9 0.15 Cmtr

8 Centering charges @ 50% RCC Roof Slabs

9 Centering charges @ 60% RCC Beams, Lintels & Troughs of Aqueducts

10 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. (Page no. 18 Item no. 2.11 a Volume 1)

Columns footings 40 Kg/Cmtr Mtonne

11 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. (Page no. 41 Item no. 8.1.2 Volume 2) (w.e.f 08.10.2025)

Inside LW 6 9 3 Smtr

Ceiling 1 9 9 Smtr

Outside 4 9 3.6 Smtr

Alround parapet 1 36 0.75 Smtr

Deduct: D -4 1 2.1 Smtr

12 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (Page no. 50 Item no. 8.51 Volume 2)

Same Qty Item No 18 Smtr

13 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Page no. 45 Item no. 8.25 Volume 2)

Outside painting Smtr

14 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (Page no. 46 Item no. 8.33.2 Volume 2)

15 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge (Page no. 77 Item no. 11.5.1 Volume 2)

Door 1 1 2.1 Smtr

16 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (Page no. 86 Item no. 11.34A)

Windows 7x60kg Kg

17 Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm (Page no. 6 Item no. 9.17.2 Volume 2)

Hall 1 9 6 Smtr

Skirting 1 0.1 Smtr

Study room 1 3 3 Smtr

Skirting 1 0.1 Smtr

Computer room 1 3 3.5 Smtr

Skirting 1 0.1 Smtr

18 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conformingn to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete. (Volume 2 Page no. 60 Item no. 9.9)

20 Electrification Charges, Water Supply and Sanitory etc., 78917.32

Section Officer Asst. Executive Engineer

P.R.E Sub Division, Malur