Construction of security fencing to the back side portion at 110kV sub-station Chidri

KPWD Schedule of Rates: 2021-22

Sl. No. Particulars Unit Qty. Rate Amount

A Fencing Pole 3.90x0.15x0.15

2.2.1.1 1 Concrete M20 Centering 50% cum 0.999

B Strut Pole 3.05x0.15x0.15

2.2.1.1 1 Concrete M20 Centering 50% cum 0.999

KPWD Schedule of Rates: 2023-24

Sl. No. Particulars Unit Qty. Rate Amount

A Fencing Pole 3.90x0.15x0.15

2.5.1 1 Concrete M20 Centering 50% cum 0.999 10442.25

B Strut Pole 3.05x0.15x0.15

2.5.1 1 Concrete M20 Centering 50% cum 0.999 10442.25

KPWD Schedule of Rates: 2023-24

Sl. No. Particulars Unit Qty. Rate Amount

A Fencing Pole 3.90x0.15x0.15

2.5.1 1 Concrete M20 Centering 3% cum 0.999

B Strut Pole 3.05x0.15x0.15

2.5.1 1 Concrete M20 Centering 3% cum 0.999

KARNATAKA POWER TRANSMISSION CORPORATION LIMITED

Estimate for Construction of security fencing to the back side portion at 110kV S/S Chidri 15

Sl. No. Particulars No L B D/H Qty. Unit Qty Rate Rate inclusive of KKR @ 5% Amount

A Materials & Labour Charges

1 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material to the appropriate disposal area as per direction of Engineer-in-charge. KPWD SR 2023-24 (vol-2) 190/19.37 sqm 51

(Old Sec. Fencing) 1 81 2.4 sqm

2 Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. KPWD SR 2023-24 (vol-2) 187/19.2.1 cum 1663

(Old Sec. Fencing) 1 81 0.45 0.1 cum

3 Releasing and stacking of RCC/ISA poles, chainlink mesh etc. at site without damaging as directed by the Engineer-incharge of work including all labour charges for handling etc complete. KPWD SR 2023-24 (vol-1) A-50/5 Job 1

Mazdoor 3 1 470.28

4 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar KPWD SR 2023-24 (vol-2) 188/19.10.2 cum 1001

(Old Sec. Fencing) 1 81 0.45 0.2 cum

5 Transporting the existing old chainlink mesh etc. to the nearest store including loading and unloading the materials etc. complete as per directions of the Engineer-in-Charge. Job 1 1200

6 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. KPWD SR 2023-24 (vol-1) 5/1.14.1 cum 102

CR back Sec. Fence 1 83 0.6 0.7 cum

Newly Constructed Office building Back Comp. wall Length = 40.00m

Footing @ 3.00m c/c 14 1 1.35 1.15 0.9 cum

Combined footing 30m c/c 2 1 1.55 1.35 0.9 cum

Columns (PB) -18 1 0.23 0.3 0.2 cum

7 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 aggregates KPWD SR 2023-24 (vol-1) 15/2.1.2 cum 5607

CR back Sec. Fence 1 83 0.6 0.1 cum

Newly Constructed Office building Back Comp. wall

Footing @ 3.00m c/c 14 1 1.35 1.15 0.1 cum

Combined footing 30m c/c 2 1 1.55 1.35 0.1 cum

Columns -18 1 0.23 0.3 0.075 cum

8 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). KPWD SR 2023-24 (vol-2) 9/5.4 cum 6364

CR back Sec. Fence 1 1 83 0.45 0.8 cum

Ded. For pole concrete

Straight pole @ 2.50 c/c -34 1 0.45 0.45 0.8 cum

Strut pole end -3 1 0.6 0.45 0.5 cum

Strut pole mid @ 25 c/c -4 2 0.6 0.45 0.5 cum

9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. KPWD SR 2023-24(vol-1) 7/1.9 cum 266

CR back Sec. Fence 1 1 83 0.6 0.7 cum

SSM toe wall upto GL -1 1 83 0.45 0.6 cum

Newly Constructed Office building Back Comp. wall

Footings Excavation 14 1 1.35 1.15 0.9 cum

Combined Footings Excavation 2 1 1.55 1.35 0.9 cum

Comnined PCC 1:4:8 bed -2 1 1.55 1.35 0.1 cum

Footings -14 1 1.2 1 0.3 cum

Combined Footings -2 1 1.4 1.2 0.3 cum

Column upto PB -18 1 0.3 0.23 0.5 cum

10 Casting and erecting RCC fencing poles at site of size 0.15x0.15x3.90m with reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal, clean seived white sand, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated. The pole shall comprise of 4 no's of 12mm dia tor steel bars at corners and 8mm dia tor rings at 200mm C/C Spacing , including shuttering for pole casting , fabrication of steel etc as per design and drawing with suitable holes & GI pins to fix chain link mesh and barbed wire as per the direction of Engineer-in-charge complete including cost of all materials, labour, HOM of machinary, curing, complete as per specifications. Data Rate No

Straight pole @ 2.50 c/c 34 1 No

11 Casting and erecting RCC strut poles at site of size 0.15x0.15x3.05m with reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal, clean seived white sand, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated. The pole shall comprise of 4 no's of 12mm dia tor steel bars at corners and 8mm dia tor rings at 200mm C/C Spacing , including shuttering for pole casting , fabrication of steel etc as per design and drawing with suitable holes & GI pins to fix chain link mesh and barbed wire as per the direction of Engineer-in-charge complete including cost of all materials, labour, HOM of machinary, curing, complete as per specifications. Data Rate No

Strut pole end 4 1 No

Strut pole mid @ 25 c/c 4 2 No

12 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Including centering, shuttering to the footing @ 3% of concrete work finished rate of concrete per m3. KPWD SR 2023-24 (vol-1) 15/2.1.4 cum

CR back Sec. Fence 1 1 83 0.45 0.1 cum

Straight pole @ 2.50 c/c 34 1 0.45 0.45 0.8 cum

Strut pole end 4 1 0.6 0.45 0.5 cum

Strut pole mid @ 25 c/c 4 2 0.6 0.45 0.5 cum

13 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. KPWD SR 2023-24 (vol-1) 18/2.11(h) tonne 69749

Newly Constructed Office building Back Comp. wall

Comb. Footing 10mm @150 2 11 1.3 @ 0.000 kg

Comb. Footing 10mm @150 2 8 1.5 @ 0.000 kg

Column steel 4#12mm 18 4 3 @ 0.999 kg

Col. stirrups 8mm @ 150 below + above PB 18 17 0.91 @ 0.395 kg

Plinth beam botm. 2#10mm 1 2 40 @ 0.000 kg

Plinth beam top 2#10mm 1 2 40 @ 0.000 kg

Plinth beam rings 8mm@200c/c 230 1 1.05 @ 0.395 kg

14 Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including centering, shuttering to the footing @ 3% of concrete work finished rate of concrete per m3. KPWD SR 2023-24 (vol-1) 16/2.2.1 cum 6369.52

Newly Constructed Office building Back Comp. wall

Footings @ 3.00 c/c 14 1 1.2 1 0.3 cum

Combined footing @ 30 c/c 2 1 1.4 1.2 0.3 cum

15 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including centering, shuttering to the column @ 70% of concrete work finished rate of concrete per m3. KPWD SR 2023-24 (vol-1) 16/2.5.1 cum

Newly Constructed Office building Back Comp. wall

Column below + above GL 18 1 0.3 0.23 2.35 cum

16 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. Including centering, shuttering to the plinth beam @ 50% of concrete work finished rate of concrete per m3. KPWD SR 2023-24 (vol-1) 16/2.3.1 cum

Newly Constructed Office building Back Comp. wall

Plinth Beam 1 1 50 0.3 0.3 cum

Ded for Column -18 1 0.3 0.23 0.3 cum

17 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 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. KPWD SR 2023-24 (vol-2) 14/6.8 cum 7948

Newly Constructed Office building Back Comp. wall

Columns -18 1 0.23 0.23 1.6 cum

18 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. Including centering, shuttering to the coping @ 3% of concrete work finished rate of concrete per m3. KPWD SR 2023-24 (vol-1) 15/2.1.4 cum

Newly Constructed Office building Back Comp. wall

Columns -18 1 0.23 0.23 0.1 cum

19 Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. KPWD SR 2023-24 (vol-2) 77/11.1 Kg 93

SF Earthmat Flat 50x5mm 34 1 4 @ 2.355 kg

20 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm). KPWD SR 2023-24 (vol-2) 95/11.58 Sqm 803

CR back Sec. Fence 1 1 83 2.5 sqm

21 Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire. KPWD SR 2023-24 (vol-2) 95/11.57.1 m 18

CR back Sec. Fence

Zig Zag 1 1 332 m 83

22 Ruled / Flush pointing on Sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50% light yellow surkhi ) :1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding). KPWD SR 2023-24 (vol-2) 213/21.5 sqm 246

Basement CR back Sec. Fence

CR back Sec. Fence 1 2 83 0.2 sqm

23 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) 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. KPWD SR 2023-24 (vol-2) 42/8.8 sqm 369

Newly Constructed Office building Back Comp. wall

Wall side 1 2 50 1.85 sqm

Column side offsets 18 2 0.07 1.7 sqm

Top portion 1 1 50 0.34 sqm

24 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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. KPWD SR 2023-24 (vol-2) 46/8.30 sqm 174

CR back Sec. Fence pointing 1 2 83 0.2 sqm

Straight poles 34 4 0.15 2.4 sqm

Strut poles 12 4 0.15 2.15 sqm

Newly Constructed Office building Back Comp. wall sqm

Total sqm 48 0.75

25 Miscellaneous and Unforseen items LS

B Credit Estimate Unit Qty Rate Amount 20 0.75

1 Releasing & Transporting of Chainlink mesh to the nearest KPTCL store. kgs 50 41 27 0.75

Information on works which are yet to be completed

(EXISTING COMMITMENTS AND ON-GOING WORKS)

Description of work Place & State Cotact No & date Name and address of Employer Value of contract Rs. Lakhs Stipulated period of completion Value of works remaining to be completed (Rs.Lakhs) Anticipated date of completion

Attach Certificate for each work indicated above, in Format 1, obtained from the Competent Authority

Countersigned by the Employer in charge TENDERER (Signature & Seal)

Information of the works for which Tenderer has submitted Tender

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

TENDERER (Signature & Seal)