CONSTRUCTION OF CHECKDAM ACROSS SHIMSHA RIVER NEAR MARASINGNAHALLI VILLAGE IN MADDURU TALUK MANDYA DISTRICT

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

CONSTRUCTION OF CHECK DAM ACROSS SHIMSHA RIVER NEAR MARASINGANAHALLI OF MADDUR TALUK IN MANDYA DISTRICT

Total Duration - 11 Months (Including Monsoon)

Sl. 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 Check

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL A:AD FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL FINANCIAL PHYSICAL

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 520.00 393.00 204360.00 520.00 204360.00 520.00 204360.00 0.00 0.00 204360.0000 0.0000 3467597.359

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 1000.00 25.50 25500.00 1000.00 25500.00 1000.00 25500.00 0.00 0.00 25500.0000 0.0000

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 3512.12 102.00 358236.24 1000.00 102000.00 1000.00 102000.00 1000.00 102000.00 512.12 52236.24 3512.12 358236.24 0.00 0.00 358236.2400 0.0000 13350249.83

4 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m Cum 566.51 554.00 313846.54 200.00 110800.00 200.00 110800.00 166.51 92246.54 566.51 313846.54 0.00 0.00 313846.5400 0.0000

5 Providing and fixing 25 mm dia 2.75 m long ribbed steel anchor rods with one end split and driven fimly using steel wedge into 1.25 m deep 38 mm dia. hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry for spillway and appurtenant works including cost of all materials, machinery, labour, steel wedge, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete. Each 309.00 1284.00 396756.00 200.00 256800.00 109.00 139956.00 0.00 0.00 0.00 0.00 309.00 396756.00 0.00 0.00 396756.0000 0.0000

6 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 1226.25 1278.00 1567147.50 500.00 639000.00 500.00 639000.00 226.25 289147.50 0.00 1226.25 1567147.50 0.00 0.00 1567147.5000 0.0000

7 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 300.90 5989.00 1802090.10 100.00 598900.00 100.00 598900.00 100.90 604290.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.90 1802090.10 0.00 0.00 1802090.1000 0.0000

8 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 4121.13 6843.00 28200892.59 250.00 1710750.00 400.00 2737200.00 400.00 2737200.00 400.00 2737200.00 400.00 2737200.00 400.00 2737200.00 400.00 2737200.00 400.00 2737200.00 400.00 2737200.00 400.00 2737200.00 271.13 1855342.59 4121.13 28200892.59 0.00 0.00 28200892.5900 0.0000

9 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 51.71 80019.00 4137702.47 5.00 400095.00 5.00 400095.00 5.00 400095.00 5.00 400095.00 5.00 400095.00 5.00 400095.00 5.00 400095.00 5.00 400095.00 5.00 400095.00 5.00 400095.00 1.71 136752.47 51.71 4137702.47 0.00 0.00 4137702.4710 0.0000

10 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 974.97 257.00 250567.29 0.00 0.00 0.00 0.00 974.97 250567.29 974.97 250567.29 0.00 0.00 250567.2900 0.0000

11 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. Cum 187.50 454.00 85125.00 0.00 0.00 0.00 0.00 0.00 187.50 85125.00 187.50 85125.00 0.00 0.00 85125.0000 0.0000

12 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/ cover 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. Sqm 900.00 735.00 661500.00 900.00 661500.00 900.00 661500.00 0.00 0.00 661500.0000 0.0000

13 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. Kgs 396.54 84.00 33309.36 0.00 0.00 0.00 0.00 0.00 0.00 396.54 33309.36 396.54 33309.36 33309.3600 0.0000

14 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. Kgs 428.82 173.00 74185.86 0.00 0.00 0.00 0.00 428.82 74185.86 428.82 74185.86 0.00 0.00 74185.8600 0.0000

15 Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification. Cum 96.0000 337.00 32352.00 0.00 0.00 96.00 32352.00 96.00 32352.00 0.00 0.0000 32352.0000 0.0000

Milestone 1st Milestone 2nd Milestone 3rd Milestone 4th Milestone

APT 38143570.95 27960262.68 Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 4 38143570.95 38,144 Per day

Earthwork excavation 4192.88 Cum 4192.88

Cement Concrete both PCC and RCC 3537.624 Cum 3537.62

12714523.65 0.336 Reinforcement of Steel 41.367 MT 41.37 Executive Engineer

EMD 573,000.00 Rs 573000.00 MI and GWD Division, Mandya.

Annual turn over Rs 762.88 Lakhs Lakhs 762.88

Line of credit Rs 128.07 Lakhs Lakhs 128.07

Similar nature of work Rs 190.72 Lakhs Lakhs 190.72

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

CONSTRUCTION OF CHECK DAM ACROSS SHIMSHA RIVER NEAR MARASINGANAHALLI OF MADDUR TALUK IN MANDYA DISTRICT

Total Duration -11 Months (Including Monsoon)

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