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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹2.5 Craccepted-aoc | ₹2.5 Cr | accepted-aoc |
Tender Value
₹2.4 Cr
EMD Value
₹3.6 L
Closing Date
10 Jul 2026, 10:30 pmClosed
Minor Irrigation Department
EXECUTIVE ENGINEER
Improvements to A.Hosahalli Tank of A.Hosahalli village in Huthridurgha hobli Kunigal Taluk Tumkur District.
MI/2026-27/MT/WORK_INDENT12068
MI/2026-27/MT/WORK_INDENT12068
Open
Modernization of tanks
Two Tender Document System(Two Cover)
Minor Irrigation Division Tumkur
6 documents required · 6 mandatory
Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)
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
List of Financial Resources with Certificates
ITT 3.2 To qualify for the award of this contract, each Tenderer in its name should have in the last five years i.e., 2021-22,2022-23,2023-24,2024-25 and 2025-26. (b) Satisfactory completed (at least 90% of the contract value), as prime contractor, for at least one similar work such as Construction of new tank/ Percolation tank/lakes, Improvements/developements to tanks/lakes, Repairs to tank/lakes work of value not less than Rs. 120.40 lakhs.
ITT 3.2 To qualify for the award of this contract, each Tenderer in its name should have in the last five years i.e., 2021-22, 2022-23, 2023-24,2024-25 and 2025-26. (c) Executed in any one year, the minimum quantities of work 1) Earthwork excavation, Desilting, and embankment (combined quantities) 38670.00 Cum 2) Cement Concrete (both RCC and PCC) 505.00 Cum 3) Reinforcement of Steel 11.00 MT 4)Revitment/pitching 9137.00 sqm 5)Hariyala/turfing 5220.00 sqm.
ITT 3.3 (b) liquid assets and /or availability of credit facilities of no less than Rs. 91.50 lakhs (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc.
The tenderer should submit the Statement showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed.
ITT 3.2To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2021-22,2022-23, 2023-24, 2024-25 and 2025-26 (a)Achieved in at least two financial years a minimum financial turnover (i.e from 2021-22 to 2025-26) (in all classes of civil engineering construction works only) of Rs. 481.70 Lakhs
The tenderer should submit the Statement showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed.
₹5,000
₹3.6 L
10 Jul 2026
11 Jun 2026
13 Jul 2026
24 Jun 2026
24 Jun 2026
TENTATIVE PHYSICAL/FINANCIAL ACTIVITY CHART
Improvements to A.Hosahalli Tank of A.Hosahalli village in Huthridurgha hobli Kunigal Taluk Tumkur District.
MI/2026-27/MT/WORK_INDENT12068
SL NO Item Name Unit Quantity Rate (INR) Total (INR) 1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month 10th month 11th month
PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL
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 In area of light jungle complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work 100 Sqm 185.60 393.00 72,940.80 92.80 36470.40 92.80 36470.40 72,940.80
2 Excavating grip trenches of specified size in all kinds of soil in existingbund for abutting fresh embankment to strengthen the existing bundincluding disposing off the excavated soil in in specified dump area & all necessary works as directed and complete as per specification.complete with all lead and lifts,loading and unloading as per specification,drawing and direction of engineer in charge of work Cum 183.00 250.00 45,750.00 54.90 13725.00 54.90 13725.00 73.20 18300.00 45,750.00
3 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 5417.666 102.00 552,601.93 1354.42 138150.48 1354.42 138150.48 1354.42 138150.48 1354.42 138150.48 552,601.93
4 Providing cut-off trench filling using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations completecomplete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 3552.62 517.00 1,836,704.54 888.16 459176.14 888.16 459176.14 888.16 459176.14 888.16 459176.14 1,836,704.54
5 Providing hearting / casing embankment using homogeneous approved soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour,all other operations such as collection of soil, spreading soil in layer of specified thickness,sorting out, breaking clods, levelling, sectioning edges /sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete completecomplete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 3751.80 612.00 2,296,101.60 750.36 459220.32 750.36 459220.32 750.36 459220.32 375.18 229610.16 375.18 229610.16 375.18 229610.16 375.18 229610.16 2,296,101.60
6 Providing new embankment to slopes of the existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer manually to meet required density including cost of all materials, machinery,labour, picking previous layer,spreading soil in layer,breaking clods,watering, & all necessary works as directed and complete as per specification.complete with all lead and lifts, loading and unloading as per specification,drawing and direction of engineer in charge of work Cum 5619.30 468.00 2,629,832.40 842.90 394474.86 561.93 262983.24 561.93 262983.24 561.93 262983.24 561.93 262983.24 561.93 262983.24 561.93 262983.24 561.93 262983.24 842.90 394474.86 2,629,832.40
7 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing & all necessary works as directed and complete as per specification.complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in Sqm 5490.00 372.00 2,042,280.00 549.00 204228.00 549.00 204228.00 549.00 204228.00 549.00 204228.00 549.00 204228.00 823.50 306342.00 549.00 204228.00 549.00 204228.00 823.50 306342.00 2,042,280.00
8 Providing and constructing 450 mm thick size stone pitching with using 200 to 250mm size stones with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing /wedging stone chips, finishing and all other ancillary operations complete.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Sqm 2151.60 649.00 1,396,388.40 645.48 418916.52 645.48 418916.52 645.48 418916.52 215.16 139638.84 1,396,388.40
9 Providing and laying Hariyala or other approved quality turfing sods forthe slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand including tamping, watering for 15 days & all necessary works as directed and complete as per specification.Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Sqm 6524.40 153.00 998,233.20 1957.32 299469.96 1957.32 299469.96 1957.32 299469.96 652.44 99823.32 998,233.20
10 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 92.37 5989.00 553,203.93 9.24 55320.39 9.24 55320.39 9.24 55320.39 9.24 55320.39 9.24 55320.39 13.86 82980.59 9.24 55320.39 9.24 55320.39 13.86 82980.59 553,203.93
11 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 538.10 6843.00 3,682,218.30 53.81 368221.83 53.81 368221.83 53.81 368221.83 53.81 368221.83 53.81 368221.83 80.72 552332.75 53.81 368221.83 53.81 368221.83 80.72 552332.75 3,682,218.30
12 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 with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Tonne 13.31 80019.00 1,065,052.89 1.33 106505.29 1.33 106505.29 1.33 106505.29 1.33 106505.29 1.33 106505.29 2.00 159757.93 1.33 106505.29 1.33 106505.29 2.00 159757.93 1,065,052.89
13 Fabrication, supply, erection, testing and commissioning of sliding type vertical lift gate consisting of skin plate, horizontal and vertical stiffeners, seal seats, sponge rubber seals lifting handles & all necessary works with all accessories for vented dam / field channel including cost of all materials, labour, cutting, aligning, welding, finishing, cleaning, applying two coats of anti-corrosive bituminous black paint over a coat of zinc chromate red oxide specifications and primer paint, seal fixing & all necessary works complete as per approved drawings and as directed and complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Kg 1000.00 201.00 201,000.00 300.00 60300.00 300.00 60300.00 100.00 20100.00 100.00 20100.00 100.00 20100.00 100.00 20100.00 201,000.00
14 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.750 mm dia.complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work m 20.00 3334.00 66,680.00 8.00 26672.00 4.00 13336.00 4.00 13336.00 4.00 13336.00 66,680.00
15 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer,spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification.complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 705.38 454.00 320,242.52 211.61 96072.76 211.61 96072.76 282.15 128097.01 320,242.52
16 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete.300mm thick Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Sqm 3778.80 455.00 1,719,354.00 377.88 171935.40 755.76 343870.80 755.76 343870.80 755.76 343870.80 1133.64 515806.20 1,719,354.00
17 Providing hearting embankment using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering,compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete.complete as per specification.complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 235.13 506.00 118,975.78 23.51 11897.58 47.03 23795.16 70.54 35692.73 94.05 47590.31 118,975.78
18 De-silting of Tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle (excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per pecification with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 15826.80 54.00 854,647.20 4748.04 256394.16 4748.04 256394.16 6330.72 341858.88 854,647.20
19 De-silting in Tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as perspecification complete as per pecification with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 12913.65 94.00 1,213,883.10 2582.73 242776.62 3874.10 364164.93 6456.83 606941.55 1,213,883.10
20 Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded with desired compaction complete as per pecification with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 12913.65 119.00 1,536,724.35 1291.37 153672.44 1291.365 153672.44 1291.37 153672.44 1291.37 153672.44 1291.37 153672.44 3874.10 461017.31 1291.37 153672.44 1291.37 153672.44 1,536,724.35
21 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.b.1000 mm dia.complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work m 5.00 7957.00 39,785.00 5.00 39785.00 39,785.00
22 Providing and laying flooring with burnt stone slabs 10 cms thick rough chistle dressed on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 including cost of materials, mortar, labour, curing complete as per specifications complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Sqm 140.00 2384.00 333,760.00 14.00 33376.00 14.00 33376.00 14.00 33376.00 14.00 33376.00 28.00 66752.00 28.00 66752.00 14.00 33376.00 14.00 33376.00 300,384.00
23 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Kg 2214.20 136.00 301,131.20 221.42 30113.12 221.42 30113.12 221.42 30113.12 221.42 30113.12 221.42 30113.12 221.42 30113.12 442.84 60226.24 442.84 60226.24 301,131.20
24 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 Engineerin-charge.(Made of G.I. wire of dia 4 mm)complete as per specification. with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Sqm 220.00 803.00 176,660.00 22.00 17666.00 22.00 17666.00 22.00 17666.00 22.00 17666.00 22.00 17666.00 22.00 17666.00 22.00 17666.00 66.00 52998.00 176,660.00
25 Providing casing embankment using semi-pervious / pervious soil from dump areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations Complete with all lead and lifts, loading and unloading as per specification, drawing and direction of engineer in charge of work Cum 132.00 225.00 29,700.00 13.20 2970.00 13.20 2970.00 13.20 2970.00 13.20 2970.00 13.20 2970.00 13.20 2970.00 13.20 2970.00 39.60 8910.00 29,700.00
1st milestone 2nd milestone 3rd milestone
Milestones and liquidity damages
MILESTONES AMOUNT Liquidity damage
Mile Stone 3 24083851.14 24,100 Per day
Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) Earthwork both in excavation & Embankment combined quantities 48337.35 Cum 38670.00
Vibrator roller-1 own/hire/lease Cement concrete both RCC and PCC 630.47 Cum 505.00
Reinforcement of Steel 13.31 Tonne 11.00
Revetment/Pitching 11420.40 sqm 9137.00 9,151,863.43
Turfing/Hariyala 6524.40 Sqm 5220.00
2408385.114 Annual turn over Rs 481.70 Lakhs
24083.85114 Similar nature of work Rs 120.40 Lakhs
6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc.,complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 51600 1.6 82560
6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials etc..complete with all lead and lift as per the instruction of Engineer in charge of the work. Each 2000 10 20000
6.38 Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen he existing bund including disposing off the excavated soil in specified dump area etc..complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1057.86 120 126943.2
6.39.a Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc.,..complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 13331.85 232.28 3096722.12
1.41 Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including cost of all materials, machinery,labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc..complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1534.8 748.89 1149396.37
1.44.b Providing and constructing vertical / inclined graded filter media consisting of sand and coarse aggregate layers of specified thickness using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with all lead and lift as per the instruction of engineer in charge of the work. cum 840 1505.68 1264771.2
1.43 Providing and constructing longitudinal / cross graded filter drains using sand and 80 to 20 mm and 20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 87.27 1606.54 140202.75
1.46 Providing and constructing graded filter media below and behind rock-toe consisting of 200 mm thick sand, 250 mm thick 20 - 4.75 mm and 400 mm thick 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1553.99 1339.25 2081181.11
6.22 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 500 240.2 120100
1.49 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 400 507.27 202908
1.5 Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery, labour including preparing surface, spreading sand including tamping, watering for 15 days etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 7732.24 118.39 915419.89
6.12 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage / arrow stones including cost of all materials,labour, engraving marks, fixing in position, murum filling etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Each 500 127.35 63675
6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 1500 1.6 2400
2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1575 40 63000
6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. 3000 1.6 4800
6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials etc.complete with all lead and lift as per the instruction of Engineer in charge of the work. Each 50 10 500
2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 1350 40 54000
1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 54.6 75 4095
1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for plain concrete works ( Cement content : 240 kg / cum with use of super plasticiser ) cum 4.2 5465.79 22956.32
3.33 Provoding and constructing dry un-coursed rubble stone masonry with approved stones for protective walls and other similar works including cost of all materials, machinery, labour, scaffolding, cleaning, wedging stone chips etc..complete with all lead and lift as per the instruction of Engineer in charge of the work. cum 32.4 1258.53 40776.37
2.57 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lift as per the instruction of Engineer in charge of the work. Sqm 30 289.29 8678.7
8 18 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for RCC works of spillway bridge, blockout concreting and such other similar structures with conjested reinforcement areas with initial lead upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser ). cum 28.67 7186.1 206025.49 View RA
9 27 Providing , fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25mm dia. Soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts Kg 4145.65 57.41 238001.77 View RA
10 49 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, machinery, labour,watering, ramming etc., complete with initial lead upto 50m and initial lift upto 1.5m. cum 84.0909 1012.36 85130.26 View RA
11 38 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with initial lead upto 1 km and all lifts. cum 810 130.33 105567.3 View RA
12 54 Providing and constructing 300 mm thick dry rubble stone pitching / Revetment with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts. Sqm 371.4 266.98 99156.37 View RA
13 12 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary / demarcation / chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts. Each 40 111.17 4446.8 View RA
Code Category Details Category Unit Quantity Rate(INR) Total(INR) Action
1 1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete. Sqm 7750 1.2 9300 View RA
2 4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials with initial lead upto 50 m and all lifts. Each 700 8 5600 View RA
3 2 Exacavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) field channels, seating of embankment for field channels etc., including dressing bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road/embankment as directed etc. complete with lead upto 10 m and lift upto 2 m. cum 3600 32 115200 View RA
4 1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum) for dam, spillway, intake structure, surface power house and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts. cum 1637.23 61 99871.03 View RA
5 15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 240 kg / cum with use of super plasticiser ) cum 583.03 4395.29 2562585.93 View RA
6 17 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, scaffolding, centering, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 290 kg / cum with use of super plasticiser ) cum 407.55 4821.26 1964904.51 View RA
7 18 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete for RCC works of spillway bridge, blockout concreting and such other similar structures with conjested reinforcement areas with initial lead upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser ). cum 53.62 7290.15 390897.84 View RA
8 27 Providing , fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25mm dia. Soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts Kg 4693.45 57.48 269779.51 View RA
9 56 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with initial lead upto 50 m and all lifts. cum 171.23 723.9 123953.4 View RA
10 38 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with initial lead upto 1 km and all lifts. cum 660 130.33 86017.8 View RA
11 57 providing and constructing 300mm thick dry rubble stone pitching/revetment with pin headers at 2 per sqm including cost of all materials, labour, hand packing ,finishing etc., complete withinitial lead upto 50m and all lifts. Sqm 287.5 263.93 75879.88 View RA
12 12 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary / demarcation / chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts. Each 50 112.28 5614 View RA
Sl No Item Code Item Name Unit Quantity Approved Estimate Price (INR) Total (INR)
1)CONSTRUCTION OF CHECK DAM ACROSS HONAGANAHALLI HALLA NEAR TARAGALALE IN KONANUR HOBLI, ARAKALGUD TALUK
1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 3750 1.6 6000
2 6 Providing and Laying insitu vibrated M-20(28 days cube compressive strength not less than 20 N/sqmm) grade cement concrete using 20mm downsize approved, clean, hand graded aggregates including cost of all materials machinery labour form work scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating finishing curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work.. Cum 554.08 6043.74 3348715.46
3 6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materialscomplete with all lead and lift charges as per direction of the Engineer Incharge of the work. Each 150 10 1500
4 2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 3000 40 120000
5 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 665.24 75 49893
6 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work.( Cement content : 240 kg / cum with use of super plasticiser ) cum 25.2 5266.08 132705.22
7 1.12 Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour labour etc.,complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Tonne 3.712 59098.67 219374.26
8 3.56 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 113.4 828.22 93920.15
9 1.38 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 1500 166.7 250050
10 3.54 Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 800 323.17 258536
2)CONSTRUCTION OF CHECKDAM ACROSS HONAGANAHALLI HALLA NEAR ABBURU IN KONANURU HOBLI,ARAKALGUD TALUK
1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 3450 1.6 5520
2 6 Providing and Laying insitu vibrated M-20(28 days cube compressive strength not less than 20 N/sqmm) grade cement concrete using 20mm downsize approved, clean, hand graded aggregates including cost of all materials machinery labour form work scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating finishing curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Cum 561.4 6030.59 3385573.23
3 6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materialscomplete with all lead and lift charges as per direction of the Engineer Incharge of the work. Each 150 10 1500
4 2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 2760 40 110400
5 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 640.79 75 48059.25
6 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work.( Cement content : 240 kg / cum with use of super plasticiser ) cum 26.12 5252.49 137195.04
7 1.12 Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Tonne 4.357 59092.73 257467.02
8 3.56 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 104.5 818.83 85567.74
9 1.38 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 1875 166.7 312562.5
10 3.54 Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 960 319.95 307152
3)CONSTRUCTION OF CHECK DAM ACROSS HONAGANAHALLI HALLA NEAR HONAGANAHALLI IN KONANAUR HOBLI,ARAKALGUD TALUK
1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 6000 1.6 9600
2 6 Providing and Laying insitu vibrated M-20(28 days cube compressive strength not less than 20 N/sqmm) grade cement concrete using 20mm downsize approved, clean, hand graded aggregates including cost of all materials machinery labour form work scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating finishing curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Cum 1410.1 6004.24 8466578.82
3 6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Each 150 10 1500
4 2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 4800 40 192000
5 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 1830.22 75 137266.5
6 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. ( Cement content : 240 kg / cum with use of super plasticiser ) cum 80.85 5225.31 422466.31
7 1.12 Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour labour etc.,complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Tonne 9.3549 59080.84 552695.35
8 3.56 Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 444.67 800.07 355767.13
9 1.38 Providing homogeneous embankment using soil from approved borrow area in layers of 250 to 300 mm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. cum 1500 166.7 250050
10 3.54 Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all lead and lift charges as per direction of the Engineer Incharge of the work. Sqm 1200 313.51 376212
Sl No Item Code Item Name Unit Quantity Approved Estimate Price (INR) Total (INR)
1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 1000 1.6 1600
2 6.54.a De-silting tank bed/Feeder Channel in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 6621.6 41 271485.6
3 6.54.b De-silting tank bed/Feeder Channel in dry condition by excavating the deposited bed material and disposing off the same as directed including cost of all machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 59594.4 65 3873636
2) BUND IMPROVEMENTS
1 6.38 Excavating grip trenches of specified size in all kinds of soil in existing bund for abutting fresh embankment to strengthen he existing bund including disposing off the excavated soil in specified dump area etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 630.28 120 75633.6
2 6.39.a Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 9404.3 232.28 2184430.8
3 6.22 Removing disturbed rough / size stone revetment 300 mm thick with 150 mm thick 40 mm down aggregate backing and resetting the same using the available stones and fresh aggregate from quarry including handpacking, wedging, finishing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 750 234.57 175927.5
4 1.49 Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 2250 488.87 1099957.5
5 2.64 Providing 100 mm thick approved type grass turfing to the side slopes of canal icluding cost of all materials, labour, watering for minimum 15 days etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 4937.47 107.46 530580.53
3) IMPROVEMENTS TO WASTE WEIR
1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 2000 1.6 3200
2 5 Providing and Lying in-Situ Vibrated M-20 ( 28 Days Cube compressive streght not less than20 N/Sq mm) Grade cement concrete using 20 mm down approved, clean,hard,graded aggregates for plain concrete works including cost of all materials, machinery, labour, Formwork centering scaffoldingcleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. . (Cement content 330 kg/ Cum with use of super plasticiser) Cum 429 5937.01 2546977.29
3 6.4.a Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Each 100 10 1000
4 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 630 75 47250
5 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. for plain concrete works ( Cement content : 240 kg / cum with use of super plasticiser ) cum 270 5157.35 1392484.5
6 2.27 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Kg 3832.36 58.9 225726
4) CATCHMENT TREATMENT
1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 2000 1.6 3200
2 4 Providing and Lying in-Situ Vibrated M-20 ( 28 Days Cube compressive streght not less than20 N/Sq mm) Grade cement concrete using 20 mm down approved, clean,hard,graded aggregates for plain concrete works including cost of all materials, machinery, labour, Formwork centering scaffoldingcleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. (Cement content 330 kg/ Cum with use of super plasticiser) Cum 9.52 5937.01 56520.34
3 6.54.a De-silting tank bed/Feeder Channel in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 3840 41 157440
4 2.1 Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for formation of service road/embankment as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 66.64 71 4731.44
5 3.33 Provoding and constructing dry un-coursed rubble stone masonry with approved stones for protective walls and other similar works including cost of all materials, machinery, labour, scaffolding, cleaning, wedging stone chips etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 73.44 1216.21 89318.46
6 2.57 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 60 276.41 16584.6
5) SLUICE (2 Nos)
1 1.1 Excavation for foundation in all kinds of soil including boulders upto 0.60 m dia (0.113 cum ) for dam, barrage, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 36.78 75 2758.5
2 3 Providing and Lying in-Situ Vibrated M-20 ( 28 Days Cube compressive streght not less than20 N/Sq mm) Grade cement concrete using 20 mm down approved, clean,hard,graded aggregates for plain concrete works including cost of all materials, machinery, labour, Formwork centering scaffoldingcleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. (Cement content 330 kg/ Cum with use of super plasticiser) Cum 84.8 5937.01 503458.45
3 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. for plain concrete works ( Cement content : 240 kg / cum with use of super plasticiser ) cum 17.22 5157.35 88809.57
4 4 Providing and Laying reinforced cement concrete pipe NP3 300 mm. Dia for culvert including pointing ends, and fixing coalrs with cement mortar1 : 2 including cost of alll materials labour curing complete as per specifications Specification No. KSRB 1000, 2300 as per MOST specification N. 1000/2300 Rmtr 50 1583 79150
5 2.27 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Kg 424 58.9 24973.6
6 5.39 Fabrication, supply, erection, testing and commissioning of plug and rod type hoist assembly consisting of truncated upright cone type cast iron plug fixed to alloy steel screw hoist with supporting structure for operating circular sluice openings including cost of all materials, labour, machinery, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc chromate red oxide primer and three coats anti- corrosive bitumineous black paint etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Kg 400 170 68000
1 6.1.b Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 300 mm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Sqm 12000 1.6 19200
2 2.2 Excavation in all kinds of soil including boulders upto 0.6 m diameter ( 0.113 cum ) field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 300 40 12000
3 2.1 Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for formation of service road/embankment as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 750 71 53250
4 1.15 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. for plain concrete works .( Cement content : 240 kg / cum with use of super plasticiser ) cum 150 5157.35 773602.5
5 3.30.a Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for RCC troughs resting on ground including cost of all materials, machinery,labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. ( Cement content : 330 kg / cum with use of super plasticiser ). Note: If water is to be brought from other place add lead charges for water also at 500 litres per cum of concrete. cum 577.5 7249.41 4186534.28
6 1.12 Providing, fabricating and placing in position reinforcement steel for RCC structures including cleaning, straightening, cutting, bending,lapping / welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Tonne 15.15 58900 892335
7 6.12 Providing and fixing 200 x 200 x 750 mm roughly dressed boundary /demarcation / chainage / arrow stones including cost of all materials,labour, engraving marks, fixing in position, murum filling etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Each 150 105 15750
7) CONSTRUCTION OF SOPANA FOR TANK BUND
1 2.1 Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for formation of service road/embankment as directed etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. cum 70.22 71 4985.62
2 2 Providing and Lying in-Situ Vibrated M-20 ( 28 Days Cube compressive streght not less than20 N/Sq mm) Grade cement concrete using 20 mm down approved, clean,hard,graded aggregates for plain concrete works including cost of all materials, machinery, labour, Formwork centering scaffoldingcleaning providing mortar layer for lift joints batching mixing placing in position levelling vibrating finishing curing etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. (Cement content 330 kg/ Cum with use of super plasticiser) Cum 37.76 5937.01 224181.5
3 2.27 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia. soft annealed steel wire, including cost of all materials, machinery, labour etc., complete as per specification with all lead and lift and as per the direction of engineer in charge of work. Kg 973.8 58.9 57356.82
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Tender Document • 9.19 MB
government notification bc loc letter to be issued by the bank.pdf
Instructions to Tenderers • 1.72 MB
general specifications admin.pdf
Instructions to Tenderers • 0.20 MB
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