Providing peripheral compound wall and other allied works at 110kV sub-station Sagnoor Afzalpur Tq Kalaburagi Dist

KARNATAKA POWER TRANSMISSION CORPORATION LIMITED

Estimate for Providing peripheral compound wall and other allied works at 110kV S/S Sagnoor 45

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

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, 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. By Mechanical Means using Dozer, (A) In area of light jungle KPWD SR 2023-24 (v-3) 9/2.5(ii/a) sqm 3.93

2 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

SF Chain link mesh 1 1.3 2.4 sqm

Total 19 0.45 0.45 0.6 sqm

3 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material 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) 186/19.9.2 cum 1684

SF Toe Wall 1 1 1.3 0.45 0.6 cum

Total 19 0.45 0.45 0.6 cum

4 Earth work excavation for Foundation by mechanical means for all works & depth upto 3m, 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) 8/1.14.1 cum 102

Total Comp. wall Length = 53.40+112.20+34.40=200.00m

(I) Footings 200 Length 68

Isolated footing @ 3m c/c 60 1 1.35 1.15 1.8 cum Footings

Combined footing 30m c/c 8 1 1.55 1.35 1.8 cum Comb. Footings 400 Length 134 14

(II) SSM Foundation & Basement 1 1 100 0.6 1.5 cum

(III) Plinth Beam 1 1 200 0.3 0.3 cum PB stirrups @ 150 Comb. Footing

Flag post round 1 0.785 1.65 1.65 0.6 cum

Deductions Total pillars

(I) Columns (PB) -76 1 0.23 0.3 0.3 cum PB Stirrups @ 150

(II) Columns (SSM) -38 1 0.23 0.3 1.5 cum

5 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. KPWD SR 2023-24 (vol-1) 7/1.8 cum 474

Finished Rate Rs 474 cum 355 Length

After Deduction of 5% per cum as rollers are not used Rs cum Footings

Footings Excavation 60 1 1.35 1.15 1.8 cum Comb. Footings

Combined Footings Excavation 8 1 1.55 1.35 1.8 cum Total Pillars

PCC 1:4:8 bed -60 1 1.35 1.15 0.1 cum -43 PB stirrups @ 150

Comnined PCC 1:4:8 bed -8 1 1.55 1.35 0.1 cum -37

Footings -60 1 1.2 1 0.3 cum 33 -63

Combined Footings -8 1 1.4 1.2 0.3 cum 5 -28

Column upto PB -76 1 0.3 0.23 1.4 cum 29

SSM Found. & Base Ex. 1 1 100 0.6 1.5 cum

SSM Wall -1 1 100 0.6 0.8 cum

SSM Wall -1 1 100 0.45 0.6 cum

Column upto PB -38 1 0.3 0.23 1.4 cum

6 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

Footing @ 3m c/c 60 1 1.35 1.15 0.1 cum 29

Combined footing 30m c/c 8 1 1.55 1.35 0.1 cum 4 100 Length 400 Length

SSM Wall 1 1 100 0.6 0.075 cum

Flag post round 1 0.785 1.65 1.65 0.1 cum

Deductions Comb. Footings Comb. Footing

Columns (PB) -76 1 0.23 0.3 0.075 cum Total Pillars Total pillars

(II) Columns (SSM) -38 1 0.23 0.3 0.075 cum

7 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

SSM Wall 1 1 100 0.6 0.8 cum

SSM Wall 1 1 100 0.45 0.6 cum

Ded. For col. -38 1 0.23 0.3 1.4 cum

8 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 80019 33

Comb. Footing 10mm @150 8 11 1.3 @ 0.000 kg 49

Comb. Footing 10mm @150 8 8 1.5 @ 0.000 kg 7

Column steel 4#12mm 76 4 4.05 @ 0.999 kg 22

Col. stirrups 8mm @ 150 below + above PB 76 21 0.91 @ 0.395 kg 3 442.5 Length

Plinth beam botm. 2#10mm 1 2 200 @ 0.000 kg Footings

Plinth beam top 2#10mm 1 2 200 @ 0.000 kg Comb. Footings

Plinth beam stirrups 8mm@150c/c 1215 1 1.35 @ 0.395 kg PB stirrups @ 150

7 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 footing @ 3% of concrete work finished rate of concrete per m3. KPWD SR 2023-24 (vol-1) 16/2.3.1 cum

Footings 60 1 1.2 1 0.3 cum 33

Combined footing 8 1 1.4 1.2 0.3 cum 5

8 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. 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

Column below + above GL 76 1 0.3 0.23 3.45 cum

Total cum Comb. Footings

9 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 Total Pillars

Plinth Beam 1 1 200 0.3 0.45 cum PB stirrups @ 150

Ded for Column -76 1 0.3 0.23 0.45 cum

10 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

Flag post round Ist 1 0.785 1.65 1.65 0.25 cum

Flag post round IInd 1 0.785 1.05 1.05 0.25 cum

Flag post round IIIrd 1 0.785 0.45 0.45 0.25 cum

Columns -76 1 0.23 0.23 1.5 cum

11 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. 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

Wall coping 1 1 200 0.23 0.1 cum

Columns -76 1 0.23 0.23 0.1 cum

12 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube 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) 84/11.26.1 kg 138

Gate 1 1 1.2 2.15 sqm

21kg/sqm 21 @ Kgs

13 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 93 100 Length

'Y' Top ISA 50x50x6mm 76 1 1.9 @ 4.5 kg Footings

ISMC 100 for gate 1 2 2.3 @ 9.2 kg

Total kg Comb. Footings

14 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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) 48/8.40 sqm 115 Total Pillars

'Y' Top ISA 50x50x6mm 76 4 1.9 0.05 sqm PB stirrups @ 150

Gate 1 1 1.2 2.15 sqm

ISMC 100 for gate 1 2 2.75 0.1 sqm

GI pipe 65mm dia 1 3.142 0.065 2 sqm

GI pipe 50mm dia 1 3.142 0.05 6 sqm

15 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

To top angles 3 2 200 m

Bottom 2 1 200 m

Zig Zag 67 2 5 m

16 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

Wall side 1 2 200 1.75 sqm

Column side offsets 68 2 0.07 1.6 sqm

Top portion 1 1 200 0.34 sqm

Flag post round Ist 1 0.785 2.75 1.1 sqm

Flag post round IInd 1 0.785 1.1 0.2 0.2 sqm

Flag post round IIIrd 1 0.785 0.45 0.45 sqm

17 Removing & Refixing the existing/damaged aluminium door etc. with or without frame, without damaging to the door/window shutter or door frame or to the structure. KPWD SR 2023-24 (v-1) A-49/III Job 1

Carpenter Class II 2 1 499.43

18 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 75mm KPWD SR 2023-24 (vol-2) 107/12.77.4 No 4 384

19 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep(1200mm) Regular model KPWD SR 2023-24 (V-6) 30/6.3.1 Each 3 2984

20 Fixing a ceiling/Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. KPWD SR 2023-24 (V-6) 57/13.10 Each 3 171

21 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. KPWD SR 2021-22 (vol-5) 128/11.3.6 & 11.3.7 (a) Heavy Duty GI pipe of 65mm dia m 2 834

(b) Heavy Duty GI pipe of 50mm dia m 5 679

22 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

23 Miscellaneous and Unforseen items LS 659.78

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)