Reconstruction of Balole Syphon of Main Ranbir Canal at RD 34400m near Village Dharap.

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Dumping stone excluding cost of stones in Horizontal on level.

Supply of stones.

Supply of stones for pitching (15 x 22.5)cm

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including Extra for laying concrete in or under water and/or liquid mud including a/c pumping out water and removing slush etc complete for depth of 4.5 Mtr.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including Extra for laying reinforced cement concrete in or under water and/or liquid mud including a/c pumping out water and removing slush etc complete for depth of 4.5 Mtr.

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including Extra for laying reinforced cement concrete in or under water and/or liquid mud including a/c pumping out water and removing slush etc complete for depth of 4.5 Mtr.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., ncluding cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

Labours for laying of pipe available at site.

Centering and shuttering including strutting, propping etc. and removal of form for - Foundations, footings, bases of columns etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for - Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.- In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. including all leads and lifts. (Complete)

Banking excavated earth in layers not xceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., including all leads and lifts. (Complete)

Dismantling concrete grouted stone pitching in aprons drains etc. including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters.

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

Dismantling steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 meters lead as per direction of Engineer-in-charge. (Note: The cost of the unserviceable material retrieved from existing syphon structure i.e. Mild Steel Material comprising of pipe transition pieces and M.S Sport Brackets (Saddles) shall be deducted from the running account bill as per Section-2 General Conditions of Contract Item No. 16 of SBD)

Extra for marking of structural steel work required to be re-erected.

Dry stone pitching (any thickness) excluding cost of stones.On Horizontal

Dry stone pitching (any thickness) excluding cost of stones- On Slopes

Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal). In beds

Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal) In side slopes, - upto a height of 3.5 m above bed

Extra over Item no, 23 towards allowance for form-work in bed.

Extra over item no. 24 towards allowance for form-work in side slopes.

Curing canal lining for 28 days- In beds

Curing canal lining for 28 days- In side slopes

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. (To be paid as per actual but should not exceed the advertized quantity)

Carriage of stones AV 30 KM by Mechanical Transport & 100 Mtr by Head Load from sources to site of work.

Carriage of sand and bajri AV 30 KM by Mechanical Transport & 100 Mtr by Head Load from sources to site of work.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms, including getting out excavated earth and disposal of surplus excavated earth as directed: including all leads and lifts: All kinds of soil. (Complete).

Carriage of earth AV 1 KM by Mechanical Transport.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sqm on horizontal/side slopes; complete including curing.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil.

V.K. Gupta & Associates

M/S NAND & SONS