Construction of Check dam cum Bridge across halla from the road of Mavinakere to Huliyappana palya village and from Chikkayaraganalu village to Hiriyalu village in Gandasi Hobli, Arasikere Taluk, Hassan District

Construction of Check dam cum Bridge across halla from the road of Mavinakere to Huliyappana palya village and from Chikkayaraganalu village to Hiriyalu village in Gandasi Hobli, Arasikere Taluk, Hassan District

MI/2026-27/DA/WORK_INDENT12455

Order Item Code 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

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL

1 Item Code: Volume-1 , SR-2023-24, P.No-16,I.No-2.5.2 Item Description: 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 232.78 7542.08 1755645.38 232.78 1755645.38 0 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 232.78 1755645.38 0.00 0.00

2 Item Code: 2.5.ii.a Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: 100 m2 205 393 80565.00 205.00 80565.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 205.00 80565.00 0.00 0.00

3 Item Code: WRD.8.2.1 Item Description: JUNGLE CLEARANCE : Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: each 810 25.5 20655.00 810.00 20655.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 810.00 20655.00 0.00 0.00

4 Item Code: Volume-1 , SR-2023-24, P.No-16,I.No-2.4.3 Item Description: Providing and laying in position Reinforced Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: CUBIC METER 144.1 6413.81 924230.02 50.00 320690.50 50.00 320690.50 44.10 282849.02 0.00 0 0.00 0.00 0.00 0.00 144.10 924230.02 0.00 0.00

5 Item Code: 1.14.1 Item Description: Mechanical Means - 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 442.32 102 45116.64 442.32 45116.64 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 442.32 45116.64 0.00 0.00

6 Item Code: Vol-4 SR 2023-24 Page No: 91Item no: 7.1 Item Description: Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Each 2811.5 68 191182.00 2811.50 191182.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 2811.50 191182.00 0.00 0.00

7 Item Code: 1.15.2 Item Description: Mechanical Means - 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. Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 120.84 425 51357.00 0.00 120.84 51357.00 0.00 0.00 0 0.00 0.00 0.00 0.00 120.84 51357.00 0.00 0.00

8 Item Code: Vol-4 SR 2023-24 Page No: 91 Item no: 7.2 Item Description: Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour,tamping, plugging leakage points and all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 98.4 482 47428.80 0.00 98.40 47428.80 0.00 0.00 0 0.00 0.00 0.00 0.00 98.40 47428.80 0.00 0.00

9 Item Code: 1.4.1 Item Description: Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 4.38 242 1059.96 0.00 0.00 4.38 1059.96 0.00 0 0.00 0.00 0.00 0.00 4.38 1059.96 0.00 0.00

10 Item Code: Vol-4 MI SR 2023-24 Page No: 39 Item No: 2.13 Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 60.5 5989 362334.50 10.00 59890.00 10.00 59890.00 10.00 59890.00 10 59890.00 10 59890 10.5 62884.50 0.00 0.00 0.00 60.50 362334.50 0.00 0.00

11 Item Code: MI.3.12 Item Description: De-silting in 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 specification. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 4873.7200 54 263180.88 0.00 50.00 2700.00 50.00 2700.00 100 5400.00 100 5400 100 5400.00 100 5400.00 4373.72 236180.88 0.00 4873.72 263180.88 0.00 0.00

12 Item Code: Vol-4 MI SR 2023-24 Page No: 130 Item No: 1.12 Item Description: 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 523.5 6843 3582310.50 50.00 342150.00 50.00 342150.00 50.00 342150.00 50 342150.00 100 684300 100 684300.00 50 342150.00 23.5 160810.50 50 342150.00 523.50 3582310.50 0.00 0.00

13 Item Code: Volume-3 SR-2023-24, P.No-121 ,I.No-13.2A Item Description: Providing and laying Cement concrete wearing coat M-30 grade including reinforcement ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 11.22 13087 146836.14 0.00 0.00 0.00 0.00 0 0.00 4 52348.00 4 52348.00 3.22 42140.14 11.22 146836.14 0.00 0.00

14 Item Code: 1.8 Item Description: Manual Means - 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 1937.42 474 918337.08 0.00 0.00 0.00 0.00 0 1937.42 918337.08 0.00 0.00 0.00 1937.42 918337.08 0.00 0.00

15 Item Code: MI.3.7 Item Description: 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 259.2 454 117676.80 20.00 9080.00 20 9080.00 24.31 11036.74 0.00 194.89 88480.06 0.00 0.00 0.00 0.00 259.20 117676.80 0.00 0.00

16 Item Code: Volume-1 SR-2023-24, P.No-18,I.No-2.11h Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Tonne 30.829 80019 2466905.75 0.00 0.00 0.00 0.00 0 0.00 0.00 20 1600380.00 10.83 866605.77 30.83 2466985.77 80.02 -0.00

17 Item Code: Volume-3 SR-2023-24, P.No-146,I.No-16.15-b Item Description: 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.-1000mm dia ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m 20 7957 159140.00 0.00 0.00 0.00 0.00 0 0.00 0.00 20.000 159140.00 0.00 20.00 159140.00 0.00 0.00

18 Item Code: MI.1.6 Item Description: 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 & all necessary works as directed and complete as per specification. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m² 168 735 123480.00 0.00 0.00 0 0.00 0.0 0.00 0.00 168.00 123480 0.00 0.00 0.00 0.00 0.00 0.00 0.00 168.00 123480.00 0.00 0.00

19 Item Code: Vol-4 MI SR 2023-24 Page No: 40 Item No: 2.18 Item Description: Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations complete. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Rmtr 11 2528 27808.00 0.00 0.00 0.00 0.00 0 0.00 11.00 27808.00 0.00 11.00 27808.00 0.00 0.00

20 Item Code: 13.7 Item Description: Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: No 32 3271 104672.00 0.00 0.00 0.00 0.00 0 0.00 0.00 32.00 104672.00 0.00 32.00 104672.00 0.00 0.00

21 Item Code: MI.1.2 Item Description: Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 104.68 257 26902.76 0.00 0.00 0.00 104.58 26877.06 0.00 0 0.00 0.00 0.00 0.100 25.70 104.68 26902.76 0.00 0.00 0.100 -95.72

22 Item Code: 3.7 Item Description: Compacting Original Ground - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref to MoRT&H : IRC - 305.3.4 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 112.5 105 11812.50 0.00 0.00 30 3150.00 60 6300.00 22.25 2336.25 0.00 0.00 0.25 26.25 0.00 112.50 11812.50 0.00 0.00

23 Item Code: 3.6 Item Description: Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref to MoRT&H : IRC - 305 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 281.26 493 138661.18 0.00 0.00 0.00 9.76 4811.68 50 24650 50 24650.00 50.00 24650.00 121.5 59899.50 0.00 281.26 138661.18 0.00 0.00

24 Item Code: 4.14.B.ii.a Item Description: Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. - Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Crushable type such as Moorum or Gravel. Ref to MoRT&H : IRC - 404 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 28.12 2094 58883.28 0.00 0.00 0.00 0.00 28.12 58883.28 0.00 0.00 0.00 0.00 28.12 58883.28 0.00 0.00

25 Item Code: 4.14.B.ii.b Item Description: Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. - Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Type B (11.2mm agg). Ref to MoRT&H : IRC - 404 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 28.12 2406 67656.72 28.12 67656.72 0.00 0.00 28.12 67656.72 0.00 0.00

26 Item Code: 8.25.i Item Description: Metal Beam Crash Barrier - Type - A, W : Metal Beam Crash Barrier - Providing and erecting a W metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. Ref to MoRT&H : IRC - 811 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m 40 3640 145600.00 40 145600.00 0.00 40.00 145600.00 0.00 0.00

27 Item Code: WRD.6.32 Item Description: GATES AND HOISTS FOR PUMP HOUSE INTAKE: Design, fabrication, supply, erection and commissioning of embedded parts consisting of liners for trash rack grooves ( for coarse and fine screens ) with all accessories for pump house intake structure including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings Note: 1. Wt of 1 set of embedded parts in tonnes = 100 to 125 kg / m height 2. Quantity of structural steel = 100.0 % of computed weight for 1 set. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: t 0.15 172900 25935.00 0.15 25935.00 0.00 0.15 25935.00 0.00 0.00

28 Item Code: WRD.6.33 Item Description: GATES AND HOISTS FOR PUMP HOUSE INTAKE: Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding, finishing,cleaning, applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings Note: 1. Wt of trash rack panels for 1 vent in t = 0.0375 x ( L2 x H x h )0.716 Where ( L ) is length = Clear distance between piers in m + 0.20 m. ( H ) is total height of trash rack panels in m ( h ) is head of water above sill of trash rack in m = FSL - Sill level 2. Quantity of structural steel = 100.0 % of computed weight. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: t 0.2 131800 26360.00 0.00 0.20 26360.00 0.20 26360.00 0.00 0.00

29 Item Code: WRD.6.27 Item Description: GATES AND HOISTS FOR CANAL REGULATORS : Design, fabrication, supply, erection and commissioning of embedded parts ( with top seal seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top with all accessories for vertical lift roller gate for canal escape / regulator including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint complets as per specifications and approved drawings. Note: 1. Wt of 1 set of embedded parts in tonnes = 0.1332 x (L2 x H x h)0.659 Where ( L ) is length = Clear vent width in m + 0.50 m. ( H ) is height of gate in m = Clear vent height in m + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 95.4 % of computed weight for 1 set. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: t 0.5 189000 94500.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.50 94500.00 0.50 94500.00 0.00 0.00

30 Item Code: 16.32.A Item Description: Providing and Fixing Citizen Information Board A - Providing and fixing of typical Citizen Information Board A as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 nos of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides. All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two nos of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 - Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1. Ref to MoRT&H : IRC - 1701 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: No 2 21514 43028.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 2.000 43028.00 2.00 43028.00 0.00 0.00

1st Milestone 2nd Milestone 3rd Milestone 4719279.71 Without GST 18%

Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 1 4387983.60 4387.98 Per day

Mile Stone 2 7788718.17 7788.72 Per day

Mile Stone 3 12029340.91 12029.34 Per day

Earth work/embankment/desilting (Combined Quantity) 5700.46 Cum 4560.37 Cum 4561.00 Cum

Concrete 972.10 Cum 777.68 Cum 778.00 Cum

steel 30.829 TONNE 24.66 TONNE 24.66 TONNE

REVETMENT/ PITCHING 168.00 SQM 134.40 SQM 135.00 SQM

Annual turn over 24,058,521.79 24058522.00 240.59 Lakhs

Line of credit 4719279.71 4719280.00 47.19 Lakhs

Similar nature of work 6014630.45 6014631.00 60.15 Lakhs

Order Item Details Approved Estimate Price Total (Excluding GST) Tax Count Actions

1 SR item (Yes/ No): No 7542.08 1755645.3824 0 Item Code: Volume-1 , SR-2023-24, P.No-16,I.No-2.5.2 Item Description: 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 232.78 7542.08

Item Code: Volume-1 , SR-2023-24, P.No-16,I.No-2.5.2 Item Code: 2.5.ii.a Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: 100 m2 205 393

Unit: Cum Item Code: WRD.8.2.1 Item Description: JUNGLE CLEARANCE : Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: each 810 25.5

232.78 Item Code: Volume-1 , SR-2023-24, P.No-16,I.No-2.4.3 Item Description: Providing and laying in position Reinforced Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: CUBIC METER 144.1 6413.81

Item Description: 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Item Code: 1.14.1 Item Description: Mechanical Means - 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 442.32 102

2 SR item (Yes/ No): Yes 393 80565 0 Item Code: Vol-4 SR 2023-24 Page No: 91Item no: 7.1 Item Description: Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Each 2811.5 68

Category: Vol - 3 -Chapter -2- SITE CLEARANCE Item Code: 1.15.2 Item Description: Mechanical Means - 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. Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 120.84 425

Item Code: 2.5.ii.a Item Code: Vol-4 SR 2023-24 Page No: 91 Item no: 7.2 Item Description: Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour,tamping, plugging leakage points and all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 98.4 482

Unit: 100 m2 Item Code: 1.4.1 Item Description: Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 4.38 242

205 Item Code: Vol-4 MI SR 2023-24 Page No: 39 Item No: 2.13 Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 60.5 5989

Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Item Code: MI.3.12 Item Description: De-silting in 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 specification. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 4873.72 54

3 SR item (Yes/ No): Yes 25.5 20655 0 Item Code: Vol-4 MI SR 2023-24 Page No: 130 Item No: 1.12 Item Description: 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 523.5 6843

Category: Vol - 4 - Part-I -WRD -Chapter -8- Preliminary and Maintenance Works Item Code: Volume-3 SR-2023-24, P.No-121 ,I.No-13.2A Item Description: Providing and laying Cement concrete wearing coat M-30 grade including reinforcement ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Cum 11.22 13087

Item Code: WRD.8.2.1 Item Code: 1.8 Item Description: Manual Means - 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 1937.42 474

Unit: each Item Code: MI.3.7 Item Description: 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 259.2 454

810 Item Code: Volume-1 SR-2023-24, P.No-18,I.No-2.11h Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Tonne 30.829 80019

Item Description: JUNGLE CLEARANCE : Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Item Code: Volume-3 SR-2023-24, P.No-146,I.No-16.15-b Item Description: 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.-1000mm dia ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m 20 7957

4 SR item (Yes/ No): No 6413.81 924230.021 0 Item Code: MI.1.6 Item Description: 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 & all necessary works as directed and complete as per specification. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m² 168 735

Item Code: Volume-1 , SR-2023-24, P.No-16,I.No-2.4.3 Item Code: Vol-4 MI SR 2023-24 Page No: 40 Item No: 2.18 Item Description: Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations complete. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: Rmtr 11 2528

Unit: CUBIC METER Item Code: 13.7 Item Description: Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: No 32 3271

144.1 Item Code: MI.1.2 Item Description: Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 104.68 257

Item Description: Providing and laying in position Reinforced Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Item Code: 3.7 Item Description: Compacting Original Ground - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref to MoRT&H : IRC - 305.3.4 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 112.5 105

5 SR item (Yes/ No): Yes 102 45116.64 0 Item Code: 3.6 Item Description: Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref to MoRT&H : IRC - 305 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 281.26 493

Category: Vol - 1 -Chapter -I- Earth Work Item Code: 4.14.B.ii.a Item Description: Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. - Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Crushable type such as Moorum or Gravel. Ref to MoRT&H : IRC - 404 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 28.12 2094

Item Code: 1.14.1 Item Code: 4.14.B.ii.b Item Description: Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. - Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Type B (11.2mm agg). Ref to MoRT&H : IRC - 404 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m³ 28.12 2406

Unit: m³ Item Code: 8.25.i Item Description: Metal Beam Crash Barrier - Type - A, W : Metal Beam Crash Barrier - Providing and erecting a W metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. Ref to MoRT&H : IRC - 811 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: m 40 3640

442.32 Item Code: WRD.6.32 Item Description: GATES AND HOISTS FOR PUMP HOUSE INTAKE: Design, fabrication, supply, erection and commissioning of embedded parts consisting of liners for trash rack grooves ( for coarse and fine screens ) with all accessories for pump house intake structure including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings Note: 1. Wt of 1 set of embedded parts in tonnes = 100 to 125 kg / m height 2. Quantity of structural steel = 100.0 % of computed weight for 1 set. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: t 0.15 172900

Item Description: Mechanical Means - 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Item Code: WRD.6.33 Item Description: GATES AND HOISTS FOR PUMP HOUSE INTAKE: Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding, finishing,cleaning, applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings Note: 1. Wt of trash rack panels for 1 vent in t = 0.0375 x ( L2 x H x h )0.716 Where ( L ) is length = Clear distance between piers in m + 0.20 m. ( H ) is total height of trash rack panels in m ( h ) is head of water above sill of trash rack in m = FSL - Sill level 2. Quantity of structural steel = 100.0 % of computed weight. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: t 0.2 131800

6 SR item (Yes/ No): No 68 191182 0 Item Code: WRD.6.27 Item Description: GATES AND HOISTS FOR CANAL REGULATORS : Design, fabrication, supply, erection and commissioning of embedded parts ( with top seal seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top with all accessories for vertical lift roller gate for canal escape / regulator including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint complets as per specifications and approved drawings. Note: 1. Wt of 1 set of embedded parts in tonnes = 0.1332 x (L2 x H x h)0.659 Where ( L ) is length = Clear vent width in m + 0.50 m. ( H ) is height of gate in m = Clear vent height in m + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 95.4 % of computed weight for 1 set. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: t 0.5 189000

Item Code: Vol-4 SR 2023-24 Page No: 91Item no: 7.1 Item Code: 16.32.A Item Description: Providing and Fixing Citizen Information Board A - Providing and fixing of typical Citizen Information Board A as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 nos of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides. All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two nos of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 - Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1. Ref to MoRT&H : IRC - 1701 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work Unit: No 2 21514

Item Description: Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

7 SR item (Yes/ No): Yes 425 51357 0

Category: Vol - 1 -Chapter -I- Earth Work

Item Code: 1.15.2

Item Description: Mechanical Means - 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. Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

8 SR item (Yes/ No): No 482 47428.8 0

Item Code: Vol-4 SR 2023-24 Page No: 91 Item no: 7.2

Item Description: Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour,tamping, plugging leakage points and all other ancillary operations complete ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

9 SR item (Yes/ No): Yes 242 1059.96 0

Category: Vol - 1 -Chapter -I- Earth Work

Item Code: 1.4.1

Item Description: Manual Means - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

10 SR item (Yes/ No): No 5989 362334.5 0

Item Code: Vol-4 MI SR 2023-24 Page No: 39 Item No: 2.13

Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

11 SR item (Yes/ No): Yes 54 263180.88 0

Category: Vol - 4 - Part-II -MI -Chapter -3- Preliminary And Maintenance Works

Item Code: MI.3.12

Item Description: De-silting in 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 specification. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

12 SR item (Yes/ No): No 6843 3582310.5 0

Item Code: Vol-4 MI SR 2023-24 Page No: 130 Item No: 1.12

Item Description: 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

13 SR item (Yes/ No): No 13087 146836.14 0

Item Code: Volume-3 SR-2023-24, P.No-121 ,I.No-13.2A

Item Description: Providing and laying Cement concrete wearing coat M-30 grade including reinforcement ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

14 SR item (Yes/ No): Yes 474 918337.08 0

Category: Vol - 1 -Chapter -I- Earth Work

Item Description: Manual Means - 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

15 SR item (Yes/ No): Yes 454 117676.8 0

Category: Vol - 4 - Part-II -MI -Chapter -3- Preliminary And Maintenance Works

Item Code: MI.3.7

Item Description: 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

Item Code: Volume-1 SR-2023-24, P.No-18,I.No-2.11h

Item Description: 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 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

17 SR item (Yes/ No): No 7957 159140 0

Item Code: Volume-3 SR-2023-24, P.No-146,I.No-16.15-b

Item Description: 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.-1000mm dia ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

18 SR item (Yes/ No): Yes 735 123480 0

Category: Vol - 4 - Part-II -MI -Chapter -1- DAM/Barrage/CANAL Allied and CANAL Cross Drainage Works

Item Code: MI.1.6

Item Description: 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 & all necessary works as directed and complete as per specification. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

19 SR item (Yes/ No): No 2528 27808 0

Item Code: Vol-4 MI SR 2023-24 Page No: 40 Item No: 2.18

Item Description: Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 250 mm long 12 mm dia. anchors fixed to both flanges at 150 mm c / c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, labour, machinery, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting and all other ancillary operations complete. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

20 SR item (Yes/ No): Yes 3271 104672 0

Category: Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES

Item Code: 13.7

Item Description: Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

21 SR item (Yes/ No): Yes 257 26902.76 0

Category: Vol - 4 - Part-II -MI -Chapter -1- DAM/Barrage/CANAL Allied and CANAL Cross Drainage Works

Item Code: MI.1.2

Item Description: Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers 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. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

22 SR item (Yes/ No): Yes 105 11812.5 0

Category: Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE

Item Description: Compacting Original Ground - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref to MoRT&H : IRC - 305.3.4 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

23 SR item (Yes/ No): Yes 493 138661.18 0

Category: Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE

Item Description: Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref to MoRT&H : IRC - 305 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

24 SR item (Yes/ No): Yes 2094 58883.28 0

Category: Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS

Item Code: 4.14.B.ii.a

Item Description: Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. - Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Crushable type such as Moorum or Gravel. Ref to MoRT&H : IRC - 404 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

25 SR item (Yes/ No): Yes 2406 67656.72 0

Category: Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS

Item Code: 4.14.B.ii.b

Item Description: Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. - Mechanical means - Grading-II (53 mm to 22.4 mm) - Using Screening Type B (11.2mm agg). Ref to MoRT&H : IRC - 404 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

26 SR item (Yes/ No): Yes 3640 145600 0

Category: Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE)

Item Code: 8.25.i

Item Description: Metal Beam Crash Barrier - Type - A, W : Metal Beam Crash Barrier - Providing and erecting a W metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. Ref to MoRT&H : IRC - 811 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

27 SR item (Yes/ No): Yes 172900 25935 0

Category: Vol - 4 - Part-I -WRD -Chapter -6- Gates/Hosits and Allied Works

Item Code: WRD.6.32

Item Description: GATES AND HOISTS FOR PUMP HOUSE INTAKE: Design, fabrication, supply, erection and commissioning of embedded parts consisting of liners for trash rack grooves ( for coarse and fine screens ) with all accessories for pump house intake structure including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings Note: 1. Wt of 1 set of embedded parts in tonnes = 100 to 125 kg / m height 2. Quantity of structural steel = 100.0 % of computed weight for 1 set. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

28 SR item (Yes/ No): Yes 131800 26360 0

Category: Vol - 4 - Part-I -WRD -Chapter -6- Gates/Hosits and Allied Works

Item Code: WRD.6.33

Item Description: GATES AND HOISTS FOR PUMP HOUSE INTAKE: Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding, finishing,cleaning, applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings Note: 1. Wt of trash rack panels for 1 vent in t = 0.0375 x ( L2 x H x h )0.716 Where ( L ) is length = Clear distance between piers in m + 0.20 m. ( H ) is total height of trash rack panels in m ( h ) is head of water above sill of trash rack in m = FSL - Sill level 2. Quantity of structural steel = 100.0 % of computed weight. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

29 SR item (Yes/ No): Yes 189000 94500 0

Category: Vol - 4 - Part-I -WRD -Chapter -6- Gates/Hosits and Allied Works

Item Code: WRD.6.27

Item Description: GATES AND HOISTS FOR CANAL REGULATORS : Design, fabrication, supply, erection and commissioning of embedded parts ( with top seal seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top with all accessories for vertical lift roller gate for canal escape / regulator including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint complets as per specifications and approved drawings. Note: 1. Wt of 1 set of embedded parts in tonnes = 0.1332 x (L2 x H x h)0.659 Where ( L ) is length = Clear vent width in m + 0.50 m. ( H ) is height of gate in m = Clear vent height in m + 0.20 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 95.4 % of computed weight for 1 set. ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work

30 SR item (Yes/ No): Yes 21514 43028 0

Category: Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS

Item Code: 16.32.A

Item Description: Providing and Fixing Citizen Information Board A - Providing and fixing of typical Citizen Information Board A as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 nos of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides. All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two nos of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 - Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1. Ref to MoRT&H : IRC - 1701 ---- etc., complete with all leads and lifts as per standard specifications and directions of the Engineer in-charge of the work