REVISED BY SCHEDULE OF RATES COMMITTEE

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1 d ÀA À ÀÆä E ÁSÉ WATER RESOURCES DEPARTMENT CHAPTER- WRD: 4 SCHEDULE OF RATES CANAL CROSS DRAINAGE WORKS FOR THE YEAR : CONTENTS PAGES REFERENCE DATA NOTES ON BASIC RATES DATA RATES ANNEXURES zàgà ÀnÖ À«Äw ÄAzÀ ÀjµÀÌj À ànözé REVISED BY SCHEDULE OF RATES COMMITTEE

3 CANAL CROSS DRAINAGE WORKS -- REFERENCE DATA FOR THE YEAR : COST OF MATERIALS : 1 Acetyline gas per cum `: Air hose 25 mm dia per Rm. `: Bentonite per kg `: Binding wire per kg `: Burnt stone slab 100 mm thick per sqm `: Cement 43 Gr per kg `: Coarse aggregate mm per cum `: Coarse aggregate mm per cum `: Coarse aggregate mm per cum `: Coarse aggregate mm per cum `: Concrete admixture ( Super Plasticizer ) per ltr `: Detonating fuse coil per Rm `: Detonator electric per No. `: Detonator electric short delay per No. `: Detonator ordinary per No. `: Empty cement bag per No. `: Explosive( small dia Kelvex-220 ) per kg `: Fine aggregate/ sand ( screened ) per cum `: Fine aggregate/ sand ( unscreened ) per cum `: GI pipe 40 mm dia B class per Rm `: Hectometre stone one line dressed per No. `: Hemp yarn per kg `: J- Bolts for fixing soldiers per No. `: Jack hammer drill rod 1.5 m per No. `: Kilometre stone one line dressed per No. `: M.S Bolts and Nuts per kg `: Murum per cum `: Oxygen gas per cum `: Reinforcement steel per kg `: Red oxide primer paint per ltr `: Size stone 250 mm height per No. `: Shutter oil per ltr `: Stone chips at quarry per cum `: Structural steel angle / channel / beam / bar per kg `: Structural steel plate / flat per kg `: Synthetic Enamel paint 1st quality per ltr `: Through stone ( Header ) 200 x 200 x 450 mm per No. `: Un-coursed rubble stones at quarry per cum `: Welding electrode ( general purpose ) per No. `: Wire mesh 20 guage 50 x 50 mm opening per sqm `: Wire rope per kg `: LEAD, LOADING & UNLOADING CHARGES: 1 km lead Loading Unloading 1 Earth/ Sand per cum `:

4 HIRE CHARGES OF MACHINERY: Hire charge Fuel charge Crew charge 1 Air compressor 8.5 cmm ( diesel) / hour `: Batching plant 15 cum / hour ( incl power charges) `: Batching plant 15 cum / hour ( excl power charges) `: Bentonite slurry pump 10 hp ( diesel ) / hour `: Bending machine per hour `: Concrete pump 60 hp / hour ( incl power charges) `: Concrete pump 60 hp / hour ( excl power charges) `: Concrete mixer 300 / 200 ltr (diesel ) / hour `: Concrete mixer 600 / 400 ltr (diesel) / hour `: Diesel generating set 50 KVA / hour `: Diesel road roller 8-10 tonne per hour `: Jack hammer per hour `: Mobile crane 8 t per hour `: Needle Vibrator 40 mm / hour( incl power charges) `: Needle Vibrator 40 mm / hour( excl power charges) `: Needle Vibrator 40 mm dia (petrol) / hour `: Needle Vibrator 60 mm dia (petrol) / hour `: Pile boring rig with accessories `: Pump 5 hp (diesel) per hour `: Shovel 0.5 cum per hour `: Water tanker 8000 ltr per hour `: Welding transformer per hour `: Transit concrete mixer 4 cum per hour `: Note: For Batching plant, Concrete pump and Needle vibrator only oil / lubricant charges are proposed in view of use of DG sets to supply power to run these plants. ROYALTY CHARGES: Per tonne 1 Earth / Soil / Murum per tonne `: Fine aggregate / Sand per tonne `: Stone / Coarse aggregate per tonne `: WAGES OF WORKERS: Per day 1 Bar bender `: Carpentor Cl II `: Cartman for double bullock cart `: Crowbarman `: Fitter shuttering works `: Foreman `: Helper blasting `: Licensed Blaster `: Maistry `: Mason Cl-I `: Mason Cl-II `: Mazdoor ( Heavy) `: Mazdoor ( Light ) `: Painter Class- I `:

5 15 Painter Class II `: Stone breaker ( Hammerman ) `: Stone chiseller Cl - I `: Stone chiseller Cl - II `: Str. Steel fabricator / Erecter `: Welder / Gas cutter / Mechanic Cl I `: OTHER DATA : 1 Contractor's Overheads on Materials / Machinery / Labour % Contractor's Profit on Materials / Fuel & Energy charges / Labour % Hidden cost on Labour % Rate of interest % / annum Small Tools & Plant on Materials / Machinery / Labour % Structural steel fabrication cost per kg `: Sundries ( lump sum rate for unquantified inputs ) `: Cost of Other enabling works ( Annexure - 1 at the end ) %

6 NOTES ON SCHEDULE OF RATES CANAL CROSS DRAINAGE WORKS FOR THE YEAR : All notes under General Notes on Schedule of Rates and Notes on Lead, Lift, Loading and un-loading Charges are applicable to Canal Cross Drainage Works also to the extent they are relevant. 2. Unless otherwise specified the basic rates are inclusive of all lifts. 3. Unless otherwise specified the basic rates are inclusive of standard finish required for concrete surface. 4. The basic rates for concrete items include cleaning the top surface of previous lift and providing cement mortar layer before placing concrete for next lift. The proportion of cement mortar shall be same as that of mortar portion in concrete. 5. Cement content specified for cement concrete works in the item description is based on theoritical design mix computations and is exclusive of wastage and requirement for any incidentals. The actual cement content may vary based on trial mix studies. A suitable clause shall be included in tender for regulating payment for any upword or downword variation in cement content. 6 The quantities of materials including wastage, requirements for incidentals etc., for working out additional lead charges shall be as per the statement of requirement of materials under this section. 7 The basic rates are exclusive of cost of site clearance and river diversion arrangements such as coffer dams, bunds, diversion channels etc. Separate item rate or lump-sum provisions, wherever required, may be included in the estimate for these works. 4

7 CANAL CROSS DRAINAGE WORKS - DATA RATES SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: 4.1 ITEM: Excavation in all kinds of soil including boulders upto 0.60 m dia.(0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc., complete with lead upto 50 m and lift upto 1.5 m. DATA:Out turn of one heavy and one light mazdoor 4.5 to 5.00 cum per day. Consider 100 cum excavation in soil for rate analysis. 1. Requirement of materials: No materials involved in the work. 2. Requirement of machinery : No machinery considered. 3. Requirement of workforce : Heavy mazdoor ( 100 / 4.75 ) : 21 Nos Light mazdoor ( 100 / 4.75 ) : 21 Nos Stone breaker Maistry RATE ANALYSIS UNIT : cum A. MATERIALS: Sl No Perticulars Unit Quantity Rate 1 NIL Total `: 0.00 Add for small Tools and 1% `: 0.00 Add for Contractor's 10% `: 0.00 Add for Contractor's 5% `: 0.00 Total cost of Materials : `: 0.00 B. MACHINERY: 1 NIL Total `: 0.00 Add for small Tools and 1% `: 0.00 Add for Contractor's Profit on DPOL / 10% `: 0.00 Add for Contractor's 5% `: 0.00 Total hire charges of Machinery : `: 0.00 C. LABOUR: 1 Maistry Day Stone breaker Day

8 C. LABOUR ( ) : 3 Heavy mazdoor Day Light mazdoor Day Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `: ABSTRACT: A. Cost of Materials `: 0.00 B. Hire charges of Machinery `: 0.00 C. Cost of Labour `: TOTAL `: Add for enabling 0.90% `: Total cost for cum `: Rate per cum `: Rate approved per cum `: SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: 4.2 ITEM: Excavation in soft rock without blasting including boulders upto 0.60 m dia. ( cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials,machinery,labour etc.,complete with lead upto 50 m and lift upto 1.5 m. DATA:Out turn of 1 crowbarman & 0.25 stone breaker 9 cum / day for loosening soft rock. Out turn of one heavy and one light mazdoor 4.5 cum per day for disposal. Consider 100 cum excavation in soil for rate analysis. 1. Requirement of materials: No materials involved in the work. 2. Requirement of machinery : No machinery considered. 3. Requirement of workforce : Crowbarman ( 100 / 9 ) : 11 Nos. Stone breaker ( 100 x 0.25 / 9 ) : 3 Nos. Heavy mazdoor ( 100 / 4.5 ) : 22 Nos Light mazdoor ( 100 / 4.5 ) : 22 Nos Maistry RATE ANALYSIS UNIT : cum A. MATERIALS: Sl No Perticulars 1 Sundries LS

9 A. MATERIALS ( ) : Sl No Perticulars Total `: Add for small Tools and 1% `: 0.45 Add for Contractor's 10% `: 4.50 Add for Contractor's 5% `: 2.25 Total cost of Materials : `: B. MACHINERY: 1 NIL Total `: 0.00 Add for small Tools and 1% `: 0.00 Add for Contractor's Profit on DPOL / 10% `: 0.00 Add for Contractor's 5% `: 0.00 Total hire charges of Machinery : `: 0.00 C. LABOUR: 1 Crowbarman Day Stone breaker Day Maistry Day Heavy mazdoor Day Light mazdoor Day Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `: ABSTRACT: A. Cost of Materials `: B. Hire charges of Machinery `: 0.00 C. Cost of Labour `: TOTAL `: Add for enabling 0.90% `: Total cost for cum `: Rate per cum `: Rate approved per cum `: SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: 4.3 ITEM: Excavation in soft rock requiring blasting including boulders upto 0.60 m dia. ( cum ) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials,machinery,labour etc.,complete with lead upto 50 m and lift upto 1.5 m. 7

10 DATA:For excavation in soft rock requiring blasting the spacing of holes depends on the extent of weathering of rock in the excavation area. However, for the purpose of rate analysis average grid spacing at 1.5 times the grid spacing adopted for hard rock is considered. Depth of drilling per hole : 1.40 m Effective depth of pull : 1.25 m Grid spacing of holes : 1.5 x 1.8 m Area covered by one hole ( 1.50 x 1.80 ) : 2.70 sqm Consider 100 cum excavation in soft rock requiring blasting for rate analysis. 1. Drilling and Blasting : Area for 100 cum SR requiring blasting for 1.25 m pull ( 100 / 1.25 ) : 80 sqm Nos. of holes for 80 sqm area ( 80 / 2.7 ) say : 30 Nos. Depth of drilling ( 30 x 1.4 ) : 42 m Rate of drilling in soft rock per hour : 10 m Rate of drilling in SR with 50 min / hour working ( 10 x 50 / 60 ) say : 8.3 m Time required for drilling with 2 jack hammers ( 42 / 8.3 / 2 ) say : 2.5 hours 2. Disposal of blasted soft rock : By manual labour. Out-put of 1 heavy and 1 light mazdoor assumed at 4.5 cum / day. 3. Requirement of materials: Quantity of Explosive at 0.20 kg / cum ( 100 x 0.2 ) : kg Electric detonators at 1 per hole : 30 Nos. Detonating fuse coil : 55 Rm Jack hammer drill rod : 42 m drilling 4. Requirement of machinery : Deploy 1 air compressor 8.5 cmm capacity for 2.5 hours with 50 min / hour working. Deploy 2 jack hammers for 2.5 hours. 5. Requirement of workforce ( other than machinery crew ) : Maistry Blaster : 0.5 No. Helper blaster : 0.5 No. Crowbarman for loosening blasted SR Stone breaker for breaking large fragments Heavy mazdoor for 4.5 cum / day ( 100 / 4.5 ) : 22 Nos. Light mazdoor for 4.5 cum / day ( 100 / 4.5 ) : 22 Nos. 6. Use rate of materials : Cost of drill rod 1.5 m `: / Each `: The life of drill rod is assumed at 1.5 times the life for drilling in hard rock. Life of drill rod for drilling in soft rock requiring blasting ( 1.5 x 150 ) : 225 m Use rate of drill rod per m drilling ( cost / life ) `: Length of air hose for drilling per jack hammer : 50 m Cost of 25 m air hose 25 mm `: / Rm `: Life of air hose : 800 hours Use rate of air hose per hr ( cost / life ) `: 6.38 RATE ANALYSIS UNIT : cum A. MATERIALS: Sl No Perticulars 1 Use rate of drill rod 1.5 m length Rm Reconditioning 10 %

11 A. MATERIALS ( ): Sl No Perticulars 2 Use rate of air hose 2 Nos. Hour Explosive small dia ( Kelvex-220 ) kg Electric detonators Nos Detonating fuse coil Rm Sundries LS Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for Contractor's 5% `: Total cost of Materials : `: B. MACHINERY: 1 Air compressor 8.5 cmm ( diesel ) Hour Fuel / Energy charges Hour Jack hammers 2 Nos. Hour Fuel / Energy charges Hour Total `: Add for small Tools and 1% `: Add for Contractor's Profit on DPOL / 10% `: Add for Contractor's 5% `: Total hire charges of Machinery : `: C. LABOUR: 1 Crew for Air compressor Hour Crew for Jack hammer Hour Maistry Day Blaster Day Helper blaster Day Crowbarman Day Stone breaker Day Heavy mazdoor Day Light mazdoor Day Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `: ABSTRACT: A. Cost of Materials `: B. Hire charges of Machinery `:

12 C. Cost of Labour `: TOTAL `: Add for enabling 0.90% `: Total cost for cum `: Rate per cum `: Rate approved per cum `: SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: ITEM: Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia. ( cum ) for foundations of canal cross drainage and other appurtenant structures deploying jack hammers for drilling holes and placing the excavated hard rock neatly in specified dump area or stack yard as directed including cost of all materials, machinery, labour etc., complete with lead upto 50 m and lift upto 1.5 m. DATA: 32 mm dia jack hammer drilling assumed. Generally, the excavation for foundations of CD works in hard rock is limited to removal of top skin material to expose fresh foundation rock. Therefore, depth of hole for drilling in hard rock is assumed at 0.9 m for rate analysis. Consider 100 cum excavation for analysis. 1. Drilling and Blasting : Effective depth of pull ( ) : 0.80 m Grid spacing of holes say : 1.00x1.20 m Area covered by one hole ( 1.00 x 1.20 ) : 1.20 sqm Area of excavation for 100 cum ( 100 / 0.8 ) : 125 sqm Nos. of holes for 125 sqm area ( 125 / 1.20 ) : 104 Nos. Depth of drilling ( 104 x 0.9 ) : 93.6 m Add drilling for secondary 5 % : 4.7 m Total : 98.3 m Rate of drilling in hard rock per hour : 6.00 m With 50 min / hr working rate of drilling ( 6 x 50 / 60 ) say : 5 m Time required for drilling with 2 jack hammers ( 98.3 / 5 / 2 ) say : 10 hours 2. Disposal of blasted soft rock : By manual labour. Out-put of 1 heavy and 1 light mazdoor assumed at 4 cum / day. 3. Requirement of materials: Quantity of explosive small dia at 0.3 kg / cum ( 100 x 0.3 ) : 30 kg Add for secondary 5% ( 30 x 0.05 ) say : 2 kg Electric detonators at 1 per hole for main blast ( 104 x 1 ) : 104 Nos. Ordinary detonators for secondary blasting : 8 Nos Detonating fuse coil : 120 Rm Jack hammer drill rod : 98.3 m drilling 4. Requirement of machinery : Deploy 1 air compressor 8.5 cmm capacity for 10 hours with 50 min / hour working. Deploy 2 jack hammers for 10 hours. 5. Requirement of workforce ( other than machinery crew ) : Maistry Blaster Helper blaster Crowbarman for loosening blasted 25 cum / day ( 100 / 25 ) : 4 Nos. 10

13 Stone breaker for breaking large 25 cum/ day ( 100 / 25 ) : 4 Nos. Heavy mazdoor for 4.5 cum / day ( 100 / 4.5 ) : 22 Nos. Light mazdoor for 4.5 cum / day ( 100 / 4.5 ) : 22 Nos. 6. Use rate of materials : Cost of drill rod 1.5 m `: / Each `: Life of drill rod for drilling in hard rock with reconditioning : 150 m Use rate of drill rod per m drilling ( cost / life ) `: Length of air hose for drilling per jack hammer : 50 m Cost of 25 m air hose 25 mm `: / Rm `: Life of air hose : 800 hours Use rate of air hose per hr ( cost / life ) `: 6.38 RATE ANALYSIS UNIT : cum A. MATERIALS: Sl No Perticulars 1 Explosive small dia ( Kelvex-220 ) kg Ordinary detonator No Electric detonator No Detonating fuse coil Rm Use rate of air hose 2 Nos. Hour Use rate of drill rod 1.5 m long Rm Reconditioning 10 % Sundries Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for Contractor's 5% `: Total cost of Materials : `: B. MACHINERY: 1 Air compressor 8.5 cmm ( diesel ) Hour Fuel / Energy charges Hour Jack hammer 2 Nos Hour Fuel / Energy charges Hour Total `: Add for small Tools and 1% `: Add for Contractor's Profit on DPOL / 10% `: Add for Contractor's 5% `: Total hire charges of Machinery : `: C. LABOUR: 1 Crew for Air compressor Hour Crew for Jack hammer Hour Blaster licensed Day

14 C. LABOUR ( ) : 4 Helper blasting Day Maistry Day Crowbarman Day Stone breaker Day Heavy mazdoor Day Light mazdoor Day Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `: ABSTRACT: A. Cost of Materials `: B. Hire charges of Machinery `: C. Cost of Labour `: TOTAL `: Add for enabling 0.90% `: Total cost for cum `: Rate per cum `: Rate approved per cum `: SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: ITEM: Excavation in hard rock of all toughness including boulders above 0.6 m dia. ( cum ) by approved controlled blasting methods for foundations of canal cross drainage and other appurtenant structures adopting only jack hammers for drilling holes and using delay detonators for control of vibrations and by making muffling arrangements for control of fly-rock and by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques to minimise damage to rock beyond excavation line and placing the excavated hard rock neatly in approved dump area as directed including cost of all materials, machinery, labour etc., complete with lead upto 50 m and lift upto 1.5 m. DATA: 32 mm dia jack hammer drilling assumed. Work requires: - Limiting the depth of holes and use of delay detonators to minimise explosive energy to reduce ground vibrations. - covering blasting area with chain link mesh or waste conveyor belts or waste tyres and sand bags to prevent flying of rock fragments during blasting. Generally, the excavation for foundations of CD works in hard rock is limited to removal of top skin material to expose fresh foundation rock. Therefore, depth of hole for drilling in hard rock is assumed at 0.9 m including 0.1 m sub-drilling for rate analysis. Consider 100 cum excavation for analysis. 1. Drilling and Blasting : Effective depth of pull ( ) : 0.80 m 12

15 The burden ( distance of hole from free face of excavation ) is considered at 30 times diameter of hole and spacing of holes is considered at 1.20 times burden. Burden for 32 mm dia jack hammer holes say : 1.00 m Spacing of 1.20 times burden : 1.20 m Grid spacing of holes say : 1.00x1.20 m Drilling and Blasting pattern : Pattern of holes : Staggered Hole initiation : Bottom Initiation system : Short delay detonators Delay system : 25 ms interval Initiation pattern : Straight line row by row Area covered by one hole ( 1.00 x 1.20 ) : 1.20 sqm Area of excavation for 100 cum ( 100 / 0.8 ) : 125 sqm Nos. of holes for 125 sqm area ( 125 / 1.20 ) : 104 Nos. Number of rows : 7 rows Depth of drilling ( 104 x 0.9 ) : 93.6 m Add drilling for secondary 5 % : 4.7 m Total : 98.3 m Rate of drilling in hard rock per hour : 6.00 m With 50 min / hr working rate of drilling ( 6 x 50 / 60 ) say : 5 m Time required for drilling with 2 jack hammers ( 98.3 / 5 / 2 ) say : 10 hours 2. Muffling arrangements: For controlling flying of rock fragments during blasting consider covering the blasting area with 20 guage 50 x 50 mm opening chain link mesh and sand bags. Consider spreading chain link mesh for 10 % area beyond excavation area. Area of chain link mesh say : 125 sqm Add for 10 % say : 10 sqm Total : 135 sqm Sand bags at 1 per hole : 104 Nos. Add for additional sand bags along edge of wire 10 % say : 11 Nos Total : 115 Nos 3. Disposal of blasted soft rock : By manual labour and lead upto 50 m.. Out-put of 1 heavy and 1 light mazdoor assumed at 4.5 cum / day. 4. Requirement of materials: Jack hammer drill rods for drilling : 98.3 m drilling Air hose for supplying air to 2 jack hammers ( 10 x 2 ) : 20 hours Quantity of 0.3 kg / cum for 100 cum : kg Explosive at 0.20 kg / cum for 5% secondary blast ( 100x0.05x0.2 ) : 1.00 kg Ele.short delay detonators at 1 per hole for 104 holes ( 104 x 1 ) : 104 Nos. 1 per hole for 8 secondary holes ( 8 x 1 ) : 8 Nos. Detonating fuse coil : 120 Rm 50 x 50 mm wire mesh : 140 sqm Sand bags 115 Nos. 5. Requirement of machinery : Deploy 1 air compressor 8.5 cmm capacity for 10 hours with 50 min / hour working. Deploy 2 jack hammers for 10 hours. 13

16 6. Requirement of workforce ( other than machinery crew ) : Maistry Blaster Helper blaster Crowbarman for loosening blasted 25 cum / day ( 100 / 25 ) : 4 Nos. Stone breaker for breaking large 25 cum/ day ( 100 / 25 ) : 4 Nos. Heavy mazdoor for 4.5 cum / day ( 100 / 4.5 ) : 22 Nos. Light mazdoor for 4.5 cum / day ( 100 / 4.5 ) : 22 Nos. 7. Use rate of materials : Cost of drill rod 1.5 m `: / Each `: Life of drill rod for drilling in hard rock with reconditioning : 150 m Use rate of drill rod per Rm drilling ( cost / life ) `: Length of 25 mm dia air hose for drilling for each jack hammer : 25 m Cost of 25 m air `: / Rm `: Life of air hose : 800 hours Use rate of 25 mm dia air hose per hr ( cost / life ) `: 6.38 Cost of 20 gauge wire `: / sqm `: Less salvage 10 % ( - ) `: Total `: Add for replacement of damaged 25% `: Total `: Life of wire mesh : 3 uses Use rate of wire mesh / use / sqm ( cost / life ) `: Cost of empty cement `: 3.00 `: 3.00 Cost of sand / bag for `: / cum `: Add for 1 km lead / loading / unloading charges for cum `: 5.35 Filling / 2 heavy mazdoors per 100 bags/ day `: 8.22 Total cost per bag `: Life of sand bag : 1 use Use rate of sand bag / use / bag ( cost / life ) `: RATE ANALYSIS UNIT : cum A. MATERIALS: Sl No Perticulars 1 Use rate of drill rod 1.5 m length Rm Reconditioning 10 % Use rate of 25 mm dia air hose 2 Nos. Hour Use rate of 20SWG chain link wiremesh sqm Use rate of sand bag Nos Explosive small dia. kg Ordinary detonators Nos Electric short delay detonators Nos Fuse coil Rm Sundries LS Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for Contractor's 5% `: Total cost of Materials : `:

17 B. MACHINERY: 1 Air compressor 8.5 cmm ( ele ) 1 No Hour Fuel / Energy charges Hour Jack hammers 2 Nos. Hour Fuel / Energy charges Hour Total `: Add for small Tools and 1% `: Add for Contractor's Profit on DPOL / 10% `: Add for Contractor's 5% `: Total hire charges of Machinery : `: C. LABOUR: 1 Crew for Air compressor Hour Crew for Jack hammer Hour Maistry Day Blaster Day Helper blaster Day Crowbarman Day Stone breaker Day Heavy mazdoor Day Light mazdoor Day Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `: ABSTRACT: A. Cost of Materials `: B. Hire charges of Machinery `: C. Cost of Labour `: TOTAL `: Add for enabling 0.90% `: Total cost for cum `: Rate per cum `: Rate approved per cum `: SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: 4.5 ITEM: Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rod with 1.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded in concrete / masonry including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod, etc., complete with lead upto upto 50 m and all lifts. DATA: Consider 10 anchor rods for analysis. 15

18 Depth of drilling for 10 holes of 1.25 m depth each : m Rate of drilling in hard rock for 32 mm dia hole with 50 min / hr working : 6 m / hr Time required for drilling with 2 jack hammers say : 1.00 hour Cement for grouting at 0.5 kg per hole 1. Requirement of materials: 25 mm dia rods 2.50 m long ( 10 x 2.5 x 3.8 x ) : kg Cement for grouting at 0.5 kg per hole ( 10 x 0.5 x 1.01 ) : 5.10 kg Jack hammer drill rod : 12.5 m drilling 2. Requirement of machinery : Deploy 1 air compressor 8.5 cmm capacity for 1 hours with 50 min / hour working. Deploy 2 jack hammers for 1 hours. 3. Requirement of workforce ( other than machinery crew ) : Maistry : 0.5 No. Bar bender : 0.5 No. Mason Cl- II : 0.5 No. Heavy mazdoor 4. Use rate of materials : Cost of 1.5 m drill rod 32 mm `: / Each `: Life of drill rod with reconditioning : 150 m Use rate of drill per Rm drilling ( cost / life ) `: Cost of 25 mm dia air hose 50 `: / Rm `: Life of air hose : 800 hours Use rate of air hose / hour ( cost / life ) `: RATE ANALYSIS UNIT : Nos A. MATERIALS: Sl No Perticulars 1 Cement for grouting kg mm dia steel rod kg Use rate of 32 mm dia drill rod 1.5 m long Rm Reconditioning 10% Use rate of air hose Hour Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for Contractor's 5% `: Total cost of Materials : `: B. MACHINERY: 1 Air compressor 8.5 cmm ( diesel ) Hour Fuel / Energy charges Hour Jack hammer 2 Nos Hour Fuel / Energy charges Hour Total `: Add for small Tools and 1% `:

19 B. MACHINERY ( ) : Add for Contractor's Profit on DPOL / 10% `: Add for Contractor's 5% `: Total hire charges of Machinery : `: C. LABOUR: 1 Crew for Air compressor Hour Crew for Jack hammer Hour Mason Class-II Day Bar bender Day Maistry Day Heavy mazdoor Day Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `: ABSTRACT: A. Cost of Materials `: B. Hire charges of Machinery `: C. Cost of Labour `: TOTAL `: Add for enabling 0.90% `: Total cost for Nos. `: Rate per Each `: Rate approved per Each `: SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: 4.6 ITEM: Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire etc., complete with lead upto 50 and all lifts. DATA: Lap jointing considered assuming all reinforcement below 28 mm dia. Quantity of binding wire per tonne : 10 kg Wastage of steel : 2.5 percent Consider fabrication and placing 1 tonne steel for rate analysis. 1. Requirement of materials: Reinforcement steel with 2.5 % wastage ( 1 x ) : tonne Binding wire 1.25 mm 10 kg / t ( 1 x 10 ) : 10 kg 2. Requirement of machinery : No machinery required. 17

20 3. Requirement of workforce ( other than machinery crew ) : Cleaning and straightening : 2 Bar benders & 2 Heavy mazdoors Marking, cutting, bending and stacking : 2 Bar benders & 4 Heavy mazdoors Placing in position and tying : 2 Bar benders & 4 Heavy mazdoors Checking, correcting & misc. works : 1 Bar bender & 1 Heavy mazdoor Maistry RATE ANALYSIS UNIT : kg A. MATERIALS: Sl No Perticulars 1 Rein.Steel with 2.5 % wastage kg Binding wire 1.25 mm dia kg Sundries ( chairs / spacers etc ) LS Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for Contractor's 5% `: Total cost of Materials : `: B. MACHINERY: 1 NIL Total `: 0.00 Add for small Tools and 1% `: 0.00 Add for Contractor's Profit on DPOL / 10% `: 0.00 Add for Contractor's 5% `: 0.00 Total hire charges of Machinery : `: 0.00 C. LABOUR: 1 Maistry Day Bar bender Day Heavy mazdoor Day Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `: ABSTRACT: A. Cost of Materials `: B. Hire charges of Machinery `: 0.00 C. Cost of Labour `: TOTAL `:

21 Add for enabling 0.90% `: Total cost for kg `: Rate per kg `: Rate approved per kg `: SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: 4.7 ITEM: Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x 100 x 10 mm angle and 250 x 12 mm plate for sinking foundation wells including cost of all materials, machinery, labour, cleaning, cutting, bending, welding, providing anchors etc., complete with lead upto 50 m and all lifts. DATA: Consider 4.50 m outer dia. well kerb for analysis. Well kerb Anchors 4.50 m dia. Concrete steining Angle 100x100x10 Plate 250x12 DETAILS OF FOUNDATION WELL CUTTING EDGE Length of 100 x 100 x 10 mm angle : m Length of 250 x 12 mm plate : m Weight of kg / m ( x ) : kg Weight of kg / m ( x ) : kg Add for 10 percent of weight of angle and plate say : kg Total (say) : kg Approximate length of welding for 4.5 m dia ring : 30 m No of electrodes per Rm welding : 10 Nos. Consider fabrication and placing in position of 1 cutting edge ( 600 kg ) for well for rate analysis. 1. Requirement of materials: Str. steel angle with 2.5 % wastage ( 211 x ) : kg Str. steel plate with 2.5 % wastage ( 334 x ) : kg Steel for anchors with 2.5 % wastage ( 55 x ) : kg Welding electrodes with 2.5 % wastage ( 30 x 10 x ) : 308 Nos Actyline 0.5 cum / tonne ( 600 x 0.5 / 1000 ) : 0.30 cum Oxygen gas 1.6 cum / tonne ( 600 x 1.5 / 1000 ) : 0.90 cum 2. Requirement of machinery : Deploy 1 bending machine for 8 hours for bending plate and angle Deploy 1 welding transformer for 30 1 m welding per hour 3. Requirement of workforce ( other than machinery crew ) : Str. Steel fabricator Welder / Gas cutter Maistry Heavy mazdoor : 5 Nos : 5 Nos 19

22 RATE ANALYSIS UNIT : kg A. MATERIALS: Sl No Perticulars 1 Str.Steel angle with 2.5 % wastage kg Str.Steel plate with 2.5 % wastage kg Steel for anchors kg Acetyline gas cum Oxygen gas cum Welding electrodes ( ordinary ) Nos Sundries LS Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for Contractor's 5% `: Total cost of Materials : `: B. MACHINERY: 1 Bending machine Hour Fuel / Energy charges Hour Welding transformer Hour Fuel / Energy charges Hour Sundries LS Total `: Add for small Tools and 1% `: Add for Contractor's Profit on DPOL / 10% `: Add for Contractor's 5% `: Total hire charges of Machinery : `: C. LABOUR: 1 Crew for bending machine Hour Str. Steel fabricator Day Welder / Gas cutter Day Maistry Day Heavy mazdoor Day Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `: ABSTRACT: A. Cost of Materials `: B. Hire charges of Machinery `:

23 C. Cost of Labour `: TOTAL `: Add for enabling 0.90% `: Total cost for kg `: Rate per kg `: Rate approved per kg `: SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: 4.8 ITEM: Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. ( Cement content : 240 kg / com for use of super plasticiser ) Cost of shuttering materials : Annexure: A Consider one shutter and one soldier set : Shutter size : 900 mm x 1200 mm Length of soldier : 2.3 m Shutter area : 1.20 sqm 4 mm thick plate kg / sqm : kg 50 x 50 x 6 mm angle 6.6 m 3.8 kg / m : kg 50 x 6 mm flat 1.8 m 2.35 kg / m : 4.23 kg ISLC- 100 length kg / m : kg 6 mm plate kg / sqm : 1.41 kg Cost of 4 mm plate `: / kg `: Cost of 6.6 m angle `: / kg `: Cost of 1.8 m flat 4.23 `: / kg `: Cost of 2.3 m soldier `: / kg `: Cost of 6mm plate 1.41 `: / kg `: Total `: Add for 2.5 % `: Add for bolts & nuts 0.5 kg / `: / kg `: Add for fabrication of `: / kg `: Total `: Deduct salvage 15% ( - ) `: Total `: Use rate of shutters: Use rate of shutters considering average 40 uses `: Add for repairs / replacements / catwalks 15% `: Add for binding wire / temperary supports 5% `: 5.20 Add 2 J-bolts/sqm for fixing `: / Each `: Add for shutter oil at 0.2 ltr / `: / ltr `: 6.60 Total `: Effective area of shutter & soldier with 100 mm margin at top & bottom : 1.00 sqm Cost of shuttering for concrete / use / sqm ( considering 40 uses ) `: ( Excluding T & P / Profit / Overheads) Use rate of shutters considering average 30 uses `: Add for repairs / replacements / catwalks 15% `: Add for binding wire / temperary supports 5% `:

24 Add 2 J-bolts/sqm for fixing `: / Each `: Add for shutter oil at 0.2 ltr / `: / ltr `: 6.60 Total `: Effective area of shutter & soldier with 100 mm margin at top & bottom : 1.00 sqm Cost of shuttering for concrete / use / sqm ( considering 30 uses ) `: ( Excluding T & P / Profit / Overheads) Annexure: B Cost of Erection & Dismantling shuttering : 2 Fitters, 1 Carpentor Cl-II and 5 mazdoors erect 50 sqm shuttering / day. Cost of dismantling assumed at 50 % of erection charges. Area of shuttering with supports considered. : 100 sqm Cleaning, conveying, erecting and oiling: Fitter shuttering 4 `: / day `: Carpentor Cl -II 2 `: / day `: Heavy mazdoor 10 `: / day `: Dismantling and stacking: Fitter shuttering 2 `: / day `: Carpentor Cl -II 1 `: / day `: Heavy mazdoor 5 `: / day `: Total `: Labour charges for erecting and dismantling shuttering per sqm `: ( Excluding T & P / Profit / Overheads / Hidden costs ) DATA:For 1 cum CC :- Coarse aggregates : 0.86 cum Blending ratio : 50 :30 : 20 Fine aggregate : 0.42 cum Cement content : 240 kg Super plasticizer : 0.75 ltr Wastage : 1 % for cement and 2 % for coarse & fine aggregates. Consider 300 / 200 ltr capacity mixer and 50 kg cement per mix for use of 40 mm down CA. Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes assumed for batching CA & FA. 1. Quantity of concrete per shift : Cycle time for batching / mixing / unloading 1 mix : Batching mm CA ( 0.09 cum ) : 3.50 min Batching mm & 10 mm below CA parellel activity : --- Batching fine aggregate parellel activity : --- Batching cement parellel activity : --- Loading mixer drum & miscellaneous : 1.00 min Mixing and unloading parellel activity : --- Add for possible delays in any of the activity : 0.50 min Total : 5.00 min No. of mixes per day with 50 min / hr working ( 50 x 8 / 5 ) : 80 mixes Output of CC for 80 mixes ( 80 x 50 / 240 ) say : cum Consider cum concrete for rate analysis. 2. Requirement of materials: Cement for mix with 1 % wastage ( x 240 x 1.01 ) : 4036 kg Cement for incidental 3 kg / cum ( x 3 ) : 50 kg Coarse aggregate mm size range ( x 0.86 x 0.5 x 1.02 ) : 7.30 cum Coarse aggregate mm size range ( x 0.86 x 0.3 x 1.02 ) : 4.38 cum Coarse aggregate mm size ( x 0.86 x 0.2 x 1.02 ) : 2.92 cum Fine aggregate ( x 0.42 x 1.02 ) : 7.13 cum Super plasticiser ( x 0.75 x 1.02 ) : ltrs 22

25 3. Requirement of machinery : Deploy 300 / 200 ltr capacity concrete mixer for 8 hours for production of concrete. Deploy 1 Needle vibrater 40 mm dia for 8 hours for vibrating concrete. Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete mixing / curing / cleaning etc. Deploy 1 Water tanker 8000 ltr capacity for 1 hour for water required for concrete / curing etc. 4. Formwork & scaffolding : Consider normal shuttering as concrete is laid in smaller lifts. Shuttering at 1 sqm / cum of concrete considered for foundation filling works sqm per cum of concrete ( x 1 ) : sqm Scaffolding / supports for foundation concreting 10 % of cost of shuttering. 5. Requirement of workforce ( other than machinery crew ) : Consider batching of materials and conveyance & laying of concrete by manual labour. Maistry Mason Cl I Heavy mazdoor: For batching cement : 2 Nos. For batching CA : 3 Nos. For batching & CA : 3 Nos. For batching FA : 3 Nos. For remixing & filling mortar pans : 2 Nos. For loading mortar pans : 2 Nos. For unloading mortar pans : 2 Nos. For assisting Mason Light mazdoor: For conveying 1 per cum : 17 Nos. For cleaning, curing & miscellaneous Labour for shuttering per sqm ( Annexure-B above `: Labour for erecting & dismantling 10 % of cost of labour for shuttering. 6. Use rate of materials : Use rate of shuttering per sqm for 40 uses ( Annexure-A above `: RATE ANALYSIS UNIT : cum A. MATERIALS: Sl No Perticulars 1 Cement for mix kg Cement for 3 kg / cum kg Coarse aggregate mm cum Coarse aggregate mm cum Coarse aggregate 10 mm below cum Fine aggregate cum Super Plasticizer ltr Use rate of shuttering for 40 uses sqm % of shuttering Sundries LS Total `: Add for small Tools and 1% `:

26 A. MATERIALS ( ) : Sl No Perticulars Add for Contractor's 10% `: Add for Contractor's 5% `: Add Royalty charges on ( Included in material rates ) `: 0.00 Add Royalty charges on ( Included in material rates ) `: 0.00 Total cost of Materials : `: B. MACHINERY: 1 Concrete mixer 300 / 200 ltr ( diesel ) Hour Fuel / Energy charges Hour hp pump ( diesel ) Hour Fuel / Energy charges Hour Water tanker 8000 ltr Hour Fuel / Energy charges Hour Needle vibrator 40 mm dia ( petrol ) Hour Fuel / Energy charges Hour Total `: Add for small Tools and 1% `: Add for Contractor's Profit on DPOL / 10% `: Add for Contractor's 5% `: Total hire charges of Machinery : `: C. LABOUR: 1 Crew for Concrete mixer Hour Crew for Pump Hour Crew for Water tanker Hour Crew for Needle vibrator Hour Maistry Day Mason Class-I Day Heavy mazdoor for batching materials Day for loading mortar pans Day for laying Day Light mazdoor for conveying concrete Day for cleaning / washing / curing Day Labour cost for shuttering sqm Labour cost for 10 % Total `: Add for small Tools and 1% `: Add for Contractor's 10% `: Add for hidden cost on 15% `: Add for Contractor's 5% `: Total cost of Labour : `:

27 ABSTRACT: A. Cost of Materials including royalty charges `: B. Hire charges of Machinery `: C. Cost of Labour `: TOTAL `: Add for enabling 0.90% `: Total cost for cum `: Rate per cum `: Rate approved per cum `: Note: For every 1.5 m additional depth below 1.5 m from surface add / cum `: ( Considered at 50 % of the lift charges worked out under Item : 13 ) SECTION: CANAL C.D WORKS. YEAR : ITEM No: WRD: 4.9 ITEM: Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with lead upto 50 m and depth of foundation upto 1.5 m from surface. ( Cement content : 210 kg / cum with use of super plasticiser ) DATA:For 1 cum CC :- Coarse aggregates : 0.96 cum Blending ratio : 35 :30 : 20 : 15 Fine aggregate : 0.37 cum Cement content : 210 kg Super plasticizer : 0.65 ltr Wastage : 1 % for cement and 2 % for coarse & fine aggregates. Consider 600 / 400 ltr capacity mixer and 100 kg cement per mix for use of 80 mm down CA. Equivalent volume batching using 0.3 x 0.3 x 0.3 m size boxes assumed for batching CA & FA. 1. Quantity of concrete per shift : Cycle time for batching / mixing / unloading 1 mix : Batching mm & 10 mm below CA ( cum ) : 9.00 min Batching mm & mm below CA parellel activity : --- Batching fine aggregate parellel activity : --- Batching cement parellel activity : --- Loading mixer drum & miscellaneous : 1.50 min Mixing and unloading parellel activity : --- Add for possible delays in any of the activity : 0.50 min Total : min No. of mixes per day with 50 min / hr working ( 50 x 8 / 11 ) : 36 mixes Output of CC for 36 mixes ( 36 x 100 / 210 ) say : cum Consider cum concrete for rate analysis. 2. Requirement of materials: Cement for mix with 1 % wastage ( x 210 x 1.01 ) : 3638 kg Cement for incidental 3 kg / cum ( x 3 ) : 52 kg Coarse aggregate mm size ( x 0.96 x 0.35 x 1.02 ) : 5.88 cum Coarse aggregate mm size ( x 0.96 x 0.3 x 1.02 ) : 5.04 cum Coarse aggregate mm size ( x 0.96 x 0.2 x 1.02 ) : 3.36 cum Coarse aggregate mm size ( x 0.96 x 0.15 x 1.02 ) : 2.52 cum Fine aggregate ( x 0.37 x 1.02 ) : 6.47 cum Super plasticiser ( x 0.65 x 1.02 ) : 11.4 ltrs 25

28 3. Requirement of machinery : Deploy 600 / 400 ltr capacity concrete mixer for 8 hours for production of concrete. Deploy 1 Needle vibrater 60 mm dia for 8 hours for vibrating concrete. Deploy 1 Pump 5 hp for 0.5 hour for water required for concrete mixing / curing / cleaning etc. Deploy 1 Water tanker 8000 ltr capacity for 1 hour for water required for concrete / curing etc. 4. Formwork & scaffolding : Consider normal shuttering as concrete is laid in smaller lifts. Shuttering at 1 sqm / cum of concrete considered for foundation filling works sqm per cum of concrete ( x 1 ) : sqm Scaffolding / supports for foundation concreting 10 % of cost of shuttering. 5. Requirement of workforce ( other than machinery crew ) : Consider batching of materials and conveyance & laying of concrete by manual labour. Maistry Mason Cl I Heavy mazdoor: For batching cement : 2 Nos. For batching mm & mm CA : 3 Nos. For batching mm & mm CA : 3 Nos. For batching FA : 3 Nos. For remixing & filling mortar pans : 2 Nos. For loading mortar pans : 2 Nos. For unloading mortar pans : 2 Nos. For assisting Mason Light mazdoor: For conveying 1 per cum : 17 Nos. For cleaning, curing & miscellaneous Labour for shuttering per sqm ( Annexure-B Item-8 `: Labour for erecting & dismantling scaffolding per 10 % of cost of labour for shuttering. 6. Use rate of materials : Use rate of shuttering per sqm for 40 uses ( Annexure-A Item-8 `: RATE ANALYSIS UNIT : cum A. MATERIALS: Sl No Perticulars 1 Cement for mix kg Cement for 3 kg / cum kg Coarse aggregate mm cum Coarse aggregate mm cum Coarse aggregate mm cum Coarse aggregate 10 mm below cum Fine aggregate cum Super Plasticizer ltr Use rate of shuttering for 40 uses sqm % of shuttering Sundries LS Total `: Add for small Tools and 1% `: