Loading
Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹21.3 L
EMD Value
₹50,000
Closing Date
13 Oct 2026, 5:30 pmDue tomorrow
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Karnataka Power Transmission Corporation Limited
Md Shabaz Ahmed
Construction of Asphalt Road in the colony premises of 110kV S/S Sindhanur
KPTCL/2026-27/RD/WORK_INDENT4190
KPTCL/2026-27/RD/WORK_INDENT4190
Open
Roads
Two Tender Document System(Two Cover)
KPTCL CEE Transmission Zone Office Kalburgi
6 documents required · 6 mandatory
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)
Annual turn over
Refer all criterion
₹540
₹50,000
29 Sept 2026
29 Sept 2026
15 Oct 2026
12 Oct 2026
KARNATAKA POWER TRANSMISSION CORPORATION LIMITED
Estimate for the work of Construction of Asphalt Road in the colony premises of 110kV S/S Sindhanur
Sl. No. Particulars No L B D/H Qty. Unit Qty Rate Rate inclusive of KKR @ 5% Amount 360
1 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
2 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
3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. KPWD SR 2023-24 (vol-3) 26/4.17 cum 2559
4 Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. KPWD SR 2023-24 (vol-3) 31/5.6B cum 10294
5 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. KPWD SR 2023-24 (vol-3) 43/5.31 cum 14785
6 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. KPWD SR 2023-24 (vol-3) 31/5.1(A) sqm 63
7 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. KPWD SR 2023-24 (vol-3) 31/5.3(i) sqm 18
Miscellaneous and Unforseen items LS 3316.31
KARNATAKA POWER TRANSMISSION CORPORATION LIMITED
Estimate for Providing peripheral compound wall and other allied works at 110kV S/S Bhalki 100
Sl. No. Particulars No L B D/H Qty. Unit Qty Rate Rate inclusive of KKR @ 5% Amount
1 Dismantling and stacking of SF poles, chailinkmesh, barbed wire etc. complete as per direction of Engineer-in-charge. KPWD SR 2023-24 (vol-1) A-50/5 Job 1
Mazdoor 3 2 470.28
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
(B) Sec. comp. wall 1 127.9 2.4 sqm
Total 19 0.45 0.45 0.6 sqm
3 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 1800
4 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
(A) Ph. comp. wall 1 1 530 0.38 0.9 cum
(B) Sec. comp. wall R.Wall 1 1 127.9 0.45 1.5 cum
Total 19 0.45 0.45 0.6 cum
5 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
6 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 Sec. Comp. wall length=54.30+7.10+28.50+5.00+33.00=127.90m
(A) Ph. comp. wall
(I) Footings 620.9 Length 127.9 Length
Isolated footing @ 3m c/c 186 1 1.35 1.15 1.8 cum Footings Footings
Combined footing 30m c/c 22 1 1.55 1.35 1.8 cum Comb. Footings Comb. Footings 134 14
(II) Plinth Beam 1 1 620.9 0.3 0.3 cum PB stirrups @ 150 PB stirrups @ 150
Deductions Total pillars
(I) Columns (PB) -230 1 0.3 0.23 0.3 cum PB Stirrups @ 150
(B) Sec. comp. wall
Isolated footing @ 3m c/c 39 1 1.35 1.15 1.8 cum
Combined footing 30m c/c 5 1 1.55 1.35 1.8 cum
SSM Retaining Wall 1 1 127.9 1.2 1.6 cum
Gate pillars 1 2 1.35 1.35 1.8 cum
(I) Columns (SSM) -49 1 0.3 0.23 1.6 cum
7 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 451.43
Finished Rate Rs 474 cum 355 Length
After Deduction of 5% per cum as rollers are not used Rs cum Footings
(A) Ph. comp. wall
Footings Excavation 186 1 1.35 1.15 1.8 cum Comb. Footings
Combined Footings Excavation 22 1 1.55 1.35 1.8 cum Total Pillars
PCC 1:4:8 bed -186 1 1.35 1.15 0.1 cum -43 PB stirrups @ 150
Comnined PCC 1:4:8 bed -22 1 1.55 1.35 0.1 cum -37
Footings -186 1 1.2 1 0.3 cum 33 -63
Combined Footings -22 1 1.4 1.2 0.3 cum 5 -28
Column upto PB -230 1 0.3 0.23 1.4 cum 29
(B) Sec. comp. wall
Isolated footing 39 1 1.35 1.15 1.8 cum
Combined footing 5 1 1.55 1.35 1.8 cum
Comnined PCC 1:4:8 bed -5 1 1.55 1.35 0.1 cum
Footings -39 1 1.2 1 0.3 cum
Combined Footings -5 1 1.4 1.2 0.3 cum
Column upto PB -49 1 0.3 0.23 1.4 cum
SSM Retaining Wall E/W 1 1 127.9 1.2 1.6 cum
SSM PCC 1:4:8 bed -1 1 127.9 1.2 0.1 cum
SSM R.Wall Ist footing -1 1 127.9 1.05 0.6 cum
SSM R.Wall Iind footing -1 1 127.9 0.9 0.6 cum
SSM R.Wall IIIrd footing -1 1 127.9 0.75 0.3 cum
(I) Columns (SSM) -49 1 0.3 0.23 1.6 cum
Gate Pillars Exca. 1 2 1.35 1.35 1.8 cum
Gate pillar PCC bed -1 2 1.35 1.35 0.1 cum
Gate pillar Footing -1 2 1.2 1.2 0.3 cum
Gate pillar -1 2 0.45 0.45 1.4 cum
8 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
(A) Ph. comp. wall
Footing @ 3m c/c 186 1 1.35 1.15 0.1 cum 29
Combined footing 30m c/c 22 1 1.55 1.35 0.1 cum 4 100 Length 400 Length
Deductions Comb. Footings Comb. Footing
(I) Columns (PB) -230 1 0.23 0.3 0.075 cum Total Pillars Total pillars
(B) Sec. comp. wall
Isolated footing @ 3m c/c 39 1 1.35 1.15 0.1 cum
Combined footing 30m c/c 5 1 1.55 1.35 0.1 cum
SSM Retaining Wall 1 1 127.9 1.2 0.1 cum
(I) Columns (SSM) -49 1 0.3 0.23 0.1 cum
Gate pillars 1 2 1.35 1.35 0.1 cum
9 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 R. Wall Ist 1 1 127.9 1.05 0.6 cum
SSM R. Wall Iind 1 1 127.9 0.9 0.6 cum
SSM R. Wall IIIrd 1 1 127.9 0.75 0.6 cum
SSM R. Wall Ivth 1 1 127.9 0.6 0.6 cum
SSM R. Wall vth 1 1 127.9 0.45 0.6 cum
Ded. For col. -49 1 0.23 1.05 3 cum
30% Deductions for available Stones -80 cum
New Stones required Qty cum
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. KPWD SR 2023-24 (vol-1) 18/2.11(h) tonne 80019 33
(A) Ph. comp. wall
Comb. Footing 10mm @150 22 11 1.3 @ 0.617 kg 49
Comb. Footing 10mm @150 22 8 1.5 @ 0.617 kg 7
Column steel 4#12mm 230 4 4.05 @ 0.888 kg 22
Col. stirrups 8mm @ 150 below + above PB 230 21 0.91 @ 0.395 kg 3 442.5 Length
Plinth beam botm. 2#10mm 1 2 620.9 @ 0.617 kg Footings
Plinth beam top 2#10mm 1 2 620.9 @ 0.617 kg Comb. Footings
Plinth beam stirrups 8mm@150c/c 3782 1 1.35 @ 0.395 kg PB stirrups @ 150
(B) Sec. comp. wall
Comb. Footing 10mm @150 5 11 1.3 @ 0.617 kg
Comb. Footing 10mm @150 5 8 1.5 @ 0.617 kg
Column steel 4#12mm 49 4 5.35 @ 0.888 kg
Col. stirrups 8mm @ 150 below + above PB 49 34 0.91 @ 0.395 kg
Plinth beam botm. 2#10mm 1 2 127.9 @ 0.617 kg
Plinth beam top 2#10mm 1 2 127.9 @ 0.617 kg
Plinth beam stirrups 8mm@150c/c 495 1 1.05 @ 0.395 kg
Footing 10mm@150 c/c 2 20 1.3 @ 0.617 kg
Column 8#12mm 2 8 4 @ 0.888 kg
Outer stir. 8mm @ 200 c/c 2 19 1.69 @ 0.395 kg
Inner stir. 8mm @ 200 c/c 2 19 1.21 @ 0.395 kg
11 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
(A) Ph. comp. wall
Footings 186 1 1.2 1 0.3 cum 33
Combined footing 22 1 1.4 1.2 0.3 cum 5
(B) Sec. comp. wall
Footings 39 1 1.2 1 0.3 cum
Combined footing 5 1 1.4 1.2 0.3 cum
12 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
(A) Ph. comp. wall
Column below + above GL 230 1 0.3 0.23 3.45 cum
(B) Sec. comp. wall
Column below + above GL 49 1 0.3 0.23 4.75 cum
Total cum Comb. Footings
13 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
(A) Ph. comp. wall
Plinth Beam 1 1 620.9 0.3 0.45 cum PB stirrups @ 150
Ded for Column -230 1 0.3 0.23 0.45 cum
(B) Sec. comp. wall
Plinth Beam 1 1 127.9 0.3 0.45 cum
Ded for Column -49 1 0.3 0.23 0.45 cum
14 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
(A) Ph. comp. wall
Ded for Column -230 1 0.23 0.23 1.5 cum
(B) Sec. comp. wall
Ded for Column -49 1 0.23 0.23 1.5 cum
15 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
(A) Ph. comp. wall
Wall coping 1 1 620.9 0.23 0.1 cum
Ded for Column -230 1 0.23 0.23 0.1 cum
(B) Sec. comp. wall
Wall coping 1 1 127.9 0.23 0.1 cum
Ded for Column -49 1 0.23 0.23 0.1 cum
16 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 2 3 2.15 sqm
21kg/sqm 21 @ Kgs
17 Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, 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) 77/11.2 kg 108 100 Length
(A) Ph. comp. wall
'Y' Top ISA 50x50x6mm 230 1.9 @ 4.5 kg
(B) Security Comp. wall
Pillar Top Straight (Double) 49 1 1.45 @ 11.6 kg
Pillar Top Inclined (Single) 49 2 0.5 @ 5.8 kg
B/W Pillar Top & Btm. Hoz. 44 2 3 @ 3.4 kg
Along Pillars both side Ver. 44 2 0.9 @ 3.4 kg
B/W Pillars Vertical (mid) 44 2 1.15 @ 3.4 kg
B/W Pillars Vertical Lugs 44 2 0.25 @ 3.4 kg
B/W Pillar Top & Btm. Hoz. 44 2 2.98 @ 1.88 kg
Along Pillars both side Ver. 44 2 0.9 @ 1.88 kg
Earthmat Flat 50x6mm 16 1 4 @ 2.355 kg
Total kg Comb. Footings
18 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
(A) Ph. comp. wall
'Y' Top ISA 50x50x6mm 230 4 1.9 0.05 sqm PB stirrups @ 150
Gate 1 2 3 2.15 sqm
(B) Security Comp. wall
Frame work 1 2 127.9 0.9 sqm
'Y' Top ISA 65x65x6mm 49 8 0.5 0.065 sqm
19 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
(A) Ph. comp. wall
To top angles 3 2 620.9 m
Bottom 2 1 620.9 m
Zig Zag 208 2 5 m
(B) Security Comp. wall
To top angles 5 2 127.9 m
Zig Zag 44 2 5 m
20 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. KPWD SR 2023-24 (vol-2) 44/8.19.1 sqm 255
(B) Security Comp. wall
SSM R. Wall outer 1 1 127.9 1.5 sqm
SSM R. Wall inner 1 1 127.9 0.35 sqm
21 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
(A) Ph. comp. wall
Wall side 1 2 620.9 1.75 sqm
Column side offsets 208 2 0.07 1.6 sqm
Top portion 1 1 620.9 0.34 sqm
(B) Security Comp. wall
Wall side 1 2 127.9 1.8 sqm
Column side offsets 44 2 0.07 1.5 sqm
Top portion 1 1 620.9 0.34 sqm
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 286.02
Certified that the above estimate is prepared based on KPWD SR 2023-24 for most safe and economic way of execution
The existing peripheral compound wall has been damaged at several locations at 110kV S/S premises, Bhalki. Due to this adjacent land owners may encroach the station land. Hence it is proposed to construct the new peripheral compound wall to the entire land of the station to avoid encroachment of station land and also to avoid entering the unauthorised persons, animals etc. Accordingly an estimate is prepared amounting to Rs 1,27,50,000.00 based on KPWD SR 2023-24. The work is approved in the programme of Civil Engineering works for the year 2026-27 vide letter No. CE(C)/SE(C)/EE(C)/KCO-118/74473/2026-27/333-351, Dtd. 03.06.2026. Kind sanction to the estimate is requested.
Asst. Exe. Engineer (Civil) Executive Engineer Ele,
Operations Division, KPTCL, Kalaburagi 220kV R/S, KPTCL, Humnabad
KARNATAKA POWER TRANSMISSION CORPORATION LIMITED
Estimate for the work of Construction of Asphalt Road in the colony premises of 110kV S/S Sindhanur
Sl. No. Particulars No L B D/H Qty. Unit Qty Rate Rate inclusive of KKR @ 5% Amount
1 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
2 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
3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. KPWD SR 2023-24 (vol-3) 26/4.17 cum 2559
4 Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. KPWD SR 2023-24 (vol-3) 31/5.6B cum 9549
5 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. KPWD SR 2023-24 (vol-3) 43/5.31 cum 13601
6 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. KPWD SR 2023-24 (vol-3) 31/5.1(A) sqm 63
7 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. KPWD SR 2023-24 (vol-3) 31/5.3(i) sqm 18
Miscellaneous and Unforseen items LS
Certificate: Certified that the above estimate has been prepared based on the current UNI SR for the year 2024-25 [Issue Rates for Third & fourth Quarter for Common SR 2024-25 wef 4.4.2026 considered] and prevailing market rates for the items not found in the SR for most economical and safe way of executing the work.
Report: The existing Road is full of pot holes from main road to enterance and in the premises of colony and the colony occupants are stressing for providing new road infront of quarters. Hence it is proposed to Construction of Asphalt Road in the colony premises of 110kV S/S Sindhanur. Accordingly an estimate is prepared amounting to Rs 24,00,000.00 based on KPWD SR 2023-24. The work is approved in the programme of Civil Engineering works for the year 2026-27 vide letter No. CE(C)/SE(C)/EE(C)/KCO-118/74473/2026-27/333-351, Dtd. 03.06.2026. Kind sanction to the estimate is requested.
Junior Engineer (Civil) Asst. Exe. Engineer (Civil) Executive Engineer Ele,
Operations Division, KPTCL, Munirabad Operations Division, KPTCL, Munirabad Operations Division, KPTCL, Lingasugur
KARNATAKA POWER TRANSMISSION CORPORATION LIMITED
Estimate for the work of Construction of Asphalt Road in the colony premises of 110kV S/S Sindhanur
Sl. No. Particulars No L B D/H Qty. Unit Qty Rate Rate inclusive of KKR @ 5% Amount
1 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
2 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
3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. KPWD SR 2023-24 (vol-3) 26/4.17 cum 2559
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 aggregates KPWD SR 2023-24 (vol-1) 15/2.1.2 cum 5664
5 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. KPWD SR 2023-24 (vol-1) 15/2.2.3 cum 6336
6 Steel Fabrication: 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 KPWD SR 2023-24 (V1/Pg18/2.11h) sqm 63
Miscellaneous and Unforseen items LS
Certificate: Certified that the above estimate has been prepared based on the current UNI SR for the year 2024-25 [Issue Rates for Third & fourth Quarter for Common SR 2024-25 wef 4.4.2026 considered] and prevailing market rates for the items not found in the SR for most economical and safe way of executing the work.
Report: The existing Road is full of pot holes from main road to enterance and in the premises of colony and the colony occupants are stressing for providing new road infront of quarters. Hence it is proposed to Construction of Asphalt Road in the colony premises of 110kV S/S Sindhanur. Accordingly an estimate is prepared amounting to Rs 24,00,000.00 based on KPWD SR 2023-24. The work is approved in the programme of Civil Engineering works for the year 2026-27 vide letter No. CE(C)/SE(C)/EE(C)/KCO-118/74473/2026-27/333-351, Dtd. 03.06.2026. Kind sanction to the estimate is requested.
Junior Engineer (Civil) Asst. Exe. Engineer (Civil) Executive Engineer Ele,
Operations Division, KPTCL, Munirabad Operations Division, KPTCL, Munirabad Operations Division, KPTCL, Lingasugur
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)
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
KW-2 Tender document Sindhanur.docx
Tender Document • 0.08 MB
Sindhanur Estimate.xls
Others - Estimate • 0.12 MB
Self Declarations.docx
Others - Self declaration with signature • 0.03 MB
Tender Capacit_formats.xlsx
Others - Tender capacity formates with signature • 0.01 MB
nit 110kV Sindhanur.doc
Instructions to Tenderers • 0.08 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .