Construction of check dam cum bridge to Nugu water stream between Kurnegala and Siddapur, Saragur Taluk, Mysore district.

STAR RATES STATEMENT

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ªÉÄʸÀÆgÀÄ f¯Éè ¸ÀgÀUÀÆgÀÄ vÁ®ÆèPÀÄ PÀÆuÉÃðUÁ®-¹zÁÝ¥ÀÅgÀ ªÀÄzsÉå £ÀÄUÀÄ ¤ÃgÀÄ ºÀ¼ÀîPÉÌ ZÉPï qÁåA PÀA ©æqïÓ ¤ªÀiÁðt PÁªÀÄUÁj.

Total Duration - 11 Months (Including Monsoon)

Sl. No. Activity Unit Quantity Rate Amount ( in Rs) AS PER DATA RATES

Qty Rate Amount Qty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle 100 m2 120 393.00 47160.00 Star rate not applicable

2 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. Each 1230.00 25.50 31365.00 Star rate not applicable

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. m3 1605.07 102.00 163717.14 Star rate not applicable

4 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 m3 5.83 242.00 1410.86 Star rate not applicable

5 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. m3 256.09 5989.00 1533723.01 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

6 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. m3 1340.53 6843.00 9173246.79 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

7 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 375.760 7417.30 2787124.65 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

8 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 170.62 8091.60 1380588.79 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

9 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 305.42 6476.08 1977924.35 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

10 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) m3 22.48 13087.00 294195.76 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

11 Steel Fabrication - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - Super structure of Bridges t 28.94 76329.00 2208732.27 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

12 Steel Fabrication - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - Super structure of Bridges t 31.38 76554.00 2402264.52 (Only star rates for cement and steel given as per the prevailing G.O No : PWD/159 CRM dt: 30-09-2010 )

13 De-silting of 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 perspecification. m3 900 54.00 48600.00 Star rate not applicable

14 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 m3 3030 68.00 206040.00 Star rate not applicable

15 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 m3 106 482.00 51116.10 Star rate not applicable

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 m2 94 455.00 42897.40 Star rate not applicable

17 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. m3 2299 474.00 1089768.66 Star rate not applicable

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 m 25 7958.00 198950.00 Star rate not applicable

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. m3 105 454.00 47670.00 Star rate not applicable

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 lifts. m2 42 735.00 30870.00 Star rate not applicable

Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations complete 50 mm diameter and 750 mm long Each 100 524.00 52400.00 Star rate not applicable

Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Nos 36 3271.00 117756.00 Star rate not applicable

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. Rm 42 2492.00 104664.00 Star rate not applicable

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. m3 72 257.00 18421.76 Star rate not applicable

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. m3 83 105.00 8662.50 Star rate not applicable

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 m3 41 2094.00 86377.50 Star rate not applicable

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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. A By Manual Means. (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) m3 41 2406.00 99247.50 Star rate not applicable

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 m 60 3640.00 218400.00 Star rate not applicable

Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per specification. kg 357 84.00 29998.08 Star rate not applicable

Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracing of ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per specification. kg 682 173.00 117953.13 Star rate not applicable

Grand Total 23439875.31

Executive Engineer,

M.I. & GWD Division, Mysore

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ZÁªÀÄgÁd£ÀUÀgÀ f¯Éè UÀÄAqÀÄè¥ÉÃmÉ vÁ®ÆèPÀÄ aPÀÌ£À¥ÀÄgÀ ªÀÄvÀÄÛ PÀUÀμÀ UÁæªÀÄUÀ¼À ºÀwÛgÀ ZÉPïqÁåA¤ªÀiÁðt PÁªÀÄUÁj.

Total Duration - 11 Months (Including Monsoon) Indent no : MI/2024-25/AB/WORK_INDENT4083 APT Rs 159,87,272.47

Sl. No. Code No Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)

1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total

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

1 Code No 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 100 Sqm 451.5 451.5 0 0 0 0 0 0 0 0 0 0

2 Code No 2 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. Each 1120 1120 0 0 0 0 0 0 0 0 0 0

3 Code No 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. Cum 1161.78 91.78 190 195 220 150 150 85 25 25 30 0

4 Code No 4 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 ordinary/soft rock without blasting - Depth exceeding 1.5 m, but not exceeding 3 m Cum 281.14 81.14 55 55 32 20 15 10 13 0 0 0

5 Code No 5 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification. Cum 190.95 0 30 30 35 30 35 10 10 5 5.95 0

6 Code No 6 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 Cum 0.999 6067 58.29 50 0 0 0 0 0 0 0 0

7 Code No 7 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. Cum 0.999 6955 235 170 130 100 170 190 175 180 200 100 25.18

8 Code No 8 Steel Fabrication - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures. Tonne 0.9999 79011 0.999 3.24 3.5 2.7 2 0.5 0.5 0.000 0 0 0

9 Code No 9 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. Cum 672.42 36.42 42 45 60 80 100 110 120 79 0 0

10 Code No 10 De-silting of 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. Cum 7515 7350 0 0 0 0 0 0 0 0 0 165

11 Code No 11 Providing casing embankment using approved semi-pervious soil from soil 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 etc., complete with all lead and all lifts. Cum 0.999 454 0 0 0 0 0 0 0 0 0 650 385.6

12 Code No 12 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 Sqm 235 0 0 0 0 0 0 0 0 0 62 173

13 Code No 13 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 lifts. Sqm 462 0 0 0 0 0 0 0 0 0 130 332

14 Code No 14 Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 12 0 0 0 0 0 0 0 0 0 0 12

15 Code No 15 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications M 93.6 0 0 0 0 0 0 0 0 0 0 93.6

16 Code No 16 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade per cm height per letter 7600 0 0 0 0 0 0 0 0 0 0 7600

Milestone 1st Milestone 2st Milestone 3st Milestone 4th Milestone

Cumulative Milstone

APT Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) 5218549.533899999 Earthwork excavation, Desilting and Embankment (Combined Quantity) Cum 8715

Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 1573

Reinforcement of Steel Tonne 14.9

EMD mini In Rs 240000

Annual turn over - In Lakhs 319.75

Line of credit In Lakhs 48

Similar nature of work - In Lakhs 79.95

qty calcuaton tender time

year / 12 30 % line of credit to APT DIFF

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ªÉÄʸÀÆgÀÄ f¯Éè ¸ÀgÀUÀÆgÀÄ vÁ®ÆèPÀÄ PÀÆuÉÃðUÁ®-¹zÁÝ¥ÀÅgÀ ªÀÄzsÉå £ÀÄUÀÄ ¤ÃgÀÄ ºÀ¼ÀîPÉÌ ZÉPï qÁåA PÀA ©æqïÓ ¤ªÀiÁðt PÁªÀÄUÁj.

Total Duration - 11 Months (Including Monsoon) Indent no : MI/2025-26/OW/WORK_INDENT11588 APT Rs 245,65,683.05 CAzÁdÄ ªÉÆvÀÛ gÀÆ 310.00 ®PÀëUÀ¼ÀÄ

Sl. No. Code No Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)

1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total

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

1 Volume 3 SR 202324 Page No.9 Item No.2.5 ii a 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work 100 Sqm 120

2 Volume 4, SR 202324 Page No. 101 Item No.8.2.1 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, including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 1230

3 Volume 1, PartI, SR 202324 Page No. 8 Item no. 1.14.1 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, including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1605.07 150 170 120 200 140 150 160 120 150 200 45.07

4 Volume 1, PartI, SR 202324 Page No. 5 Item no. 1.4.1 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 5.83 5.83

5 Volume 4, PartI SR 202324 Page No. 39 Item No.2.13 Providing and laying insitu vibrated M15 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 5989 25 30 15 25 20 20 30 25 30 20 16.09

6 Volume 4, PartII SR 202324 Page No. 130 Item No.1.12 Providing and laying insitu vibrated M20 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 tankswaste weir sluice, sluice canal and other allied works like abutmentswing wallsreturnscutoff walls works & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 1340.53 120 115 100 110 130 125 110 105 135 140 150.53

7 Volume 1, PartI, SR 202324 Page No. 16 Item no. 2.5.2 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 granitetrapbasalt 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 necesary, 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. The cost of steel reinforcement & formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 375.76 15 35 15 20 35 45 45 45 35 60 25.76

8 Volume 1, PartI, SR 202324 Page No. 16 Item no. 2.5.2 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 granitetrapbasalt 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, including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 170.62 10 15 10 15 10 20 15 10 25 25 15.62

9 Volume 1, PartI, SR 202324 Page No. 16 Item no. 2.4.3 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 granitetrapbasalt 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 necesary, 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. The cost of steel reinforcement & formwork to be paid separatelyM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 305.42 30 40 30 45 35 30 15 20 15 20 25.42

10 Volume 3, SR 202324 Page No. 121 Item no.13.2.A Providing and laying Cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical Specifications. Batching Plant including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 22.48 22.48

11 Volume 1, PartI, SR 202324 Page No. 18 Item no. 2.11 h Steel Fabrication Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingwelding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Tonne 76329 2 1.5 2.5 2 3 2 2.5 2 3 5

12 Volume 1, PartI, SR 202324 Page No. 18 Item no. 2.11 h Steel Fabrication Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingwelding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges Tonne 31.38 4 3 2.5 3 4 2.5 3 1.5 2.5 2.5 2.88

13 Volume 4, PartII, SR 202324 Page No. 140 Item No. 3.12 Desilting of Feeder ChannelCanal 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 perspecification. including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 900 900

14 Volume 4, PartI, SR 202324 Page No. 91 Item No. 7.1 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 Cum 3030 1000 1000 1030

15 Volume 4, PartII, SR 202324 Page No. 91 Item No. 7.2 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 106.05 30 40 0.999

16 Volume 4, PartI, SR 202324 Page No. 54 Item No. 3.41.2 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 94.28 20 15 10 10 15 10 14.28

17 Volume 1 SR 202324 Page No. 7 Item no. 1.8 Construction of Embankment by excavating the available approved GravelMurrum 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, including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 2299.09 100 150 200 200 250 300 400 200 250 249.09

18 Volume 3, SR 202324 Page No. 146 Item no.16.15b 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work M 25 10 15

19 Volume 4, PartII, SR 202324 Page No. 139 Item No. 3.7 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 105 50 55

20 Volume 4, PartII, SR 202324 Page No. 129 Item No. 1.6 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 lifts including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Sqm 42 42

21 Volume 4, PartI, SR 202324 Page No. 52 Item No.3.29.5 Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations complete 50 mm diameter and 750 mm long including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Each 100 50 50

22 Volume 3, SR 202324 Page No. 121 Item No13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work No 36 36

23 Volume 4, PartI, SR 202324 Page No. 40 Item No.2.18 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work M 42 42

24 Volume 4, PartII, SR 202324 Page No. 129 Item No.1.2 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 257

25 Volume 3, SR 202324 Page No. 17 Item No.3.7 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 3002 for embankment construction including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 82.5 82.5

26 Volume 3, SR 202324 Page No. 26 Item No.4.14Bii a 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 GradingII 53 mm to 22.4 mm Using Screening Crushable type such as Moorum or Gravel including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 41.25 20 21.25

27 Volume 3, SR 202324 Page No. 26 Item No.4.14 B ii b Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel 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. A By Manual Means. ii GradingII 53 mm to 22.4 mm b Using Screening Type B 11.2mm agg including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Cum 41.25 20 21.25

28 Volume 3, SR 202324 Page No. 69 Item No 8.25i Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above roadground 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 groundroad 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 including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work M 60 60

29 Volume 4, PartI, SR 202324 Page No. 135 Item No.2.8 Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m cc with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 357.12 357.12

30 Volume 4, PartI, SR 202324 Page No. 135 Item No.2.7 Providing ,Supplying and fixing M.S. gates of Suitable size with required number of M.S. plate , stiffners, and horizontal bracing of ISMC 75*40 including rubber guard of ISA 20*4 of approved quality to bottom & two sides and to be fixed to the grove of M.S. gate of size 25 mm with machine screw nuts and bolts of size 6mm dia & 35mm long and fixed with 16mm dia MS bar handles with required numbers suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a coat of primer & all necessary works as directed and complete as per specification including cost of material machinery, labour, etc complete with all lead and lifts and as per the directions of Engineer in charge of the work Kg 681.81 681.81

Milestone 1st Milestone 2st Milestone 3st Milestone

Cumulative Milstone

APT Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Self loading Concrete mixer-2(1 OWN & 1 own/hire/lease) 5218549.533899999 Earthwork excavation, Desilting and Embankment (Combined Quantity) Cum 4016.83 Cum

Vibrator roller-1 own/hire/lease Cement Concrete both PCC and RCC Cum 2470.90 Cum

Reinforcement of Steel Tonne 48.25 Tonne

EMD mini In Rs 369000

Annual turn over - In Lakhs 491.32

Line of credit In Lakhs 80

Similar nature of work - In Lakhs 122.83

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