Peechi Scheme Aqueduct A permanent solution at breached portion of left bund main canal between Ch 19.600 km and 20.650 km.

Amount

AQUEDUCT

Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with all leads including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Demolishing cement concrete manually / by mechanical means including disposal of material with all leads including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site - Nominal concrete 1:4:8 leaner mix ( including equivalent design mix).

Dismantling RC pipes above 1200mm dia meter upto a diameter of 1800mm including cost of excavation, conveying and stacking after taking out the pipes, manually / by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish with all leads / outside the periphery of the area cleared including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth with all leads and upto 1.5m lift, disposed earth to be levelled and neatly dressed - All kinds of soil including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) - Extra for every additional lift 1.5 m or part there of in earth work excavation / banking excavated or stacked materials.All kinds of soil including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth with all leads and 1.5m lift, disposed earth to be levelled and neatly dressed - Ordinary rock (blasting prohibited) including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth with all leads and 1.5m lift, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) - Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials - Ordinary or hard rock including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering etc. including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) for foundation of abutment, pier, canal transition including cost and conveyance of all materials, labour charges, hire charges, watering, curing, ramming, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, vibrating etc. with all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work for Aqueduct barrel, pier cap, abutment cap, wearing coat etc. using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability including cost and conveyance of all materials, labour charges, hire charges, watering, curing, vibrating etc. with all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site - Note:- Cement content considered in this item is @ 330 kg/ cum. Less cement used as per design mix is recoverable separately.

Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Centering and shuttering including strutting, etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform, abutment cap, pier cap, aqueduct slab etc. including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete for abutment, pier, aqueduct etc. - Thermo - Mechanically Treated bars of grade Fe-500D or more conforming to IS 1786 - 2009, including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work for foot slab handrail including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade for handrails - Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Providing copper sealing strips for expansion joints between spans as per approved designs and drawings with 1.6 mm thick 62.5cm wide 4.3 m long copper sheet for the trough of aqueduct) side and bottom) conveying to the site with all leads and lifts jointing and welding of joints with over laps as per the direction of the departmental officers and fixing in position 12 mm dia M S bars with 30 cm c/c distance in cement concrete including cost and conveyance of all materials and labour and providing asphalt seal etc complete as pert the standard specifications and as per direction of the departmental officers tsite.Bitumen 30.6 kg/ each joints with 1.6 mm thick 62.5cm wide 4.3 m long copper sheet for the trough of aqueduct) side and bottom) conveying to the site with all leads and lifts jointingand welding of joints with over laps asper the direction of the departmental officers and fixing in position 12 mm dia M S bars with 30 cm c/c distance in cement concrete including cost and conveyance of all materials and labour and providing asphalt seal etc complete as pert the standard specifications and as per direction of the departmental officers at site. Bitumen 30.6 kg/each including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site.

Supplying and fixing in position with contractors own movable type Plate bearing of size 250 x 350 x 100mm in two layers embedding in concrete one in the abutment cap/pier top and the other at the bottom of barrel with 4 nos of MS rod 22 mm dia 25 cm long through the plate bearing and fixing in position with line and levels 1.6 mm copper sheet size of 250 X250mm between M S plate for sliding arrangement in case of expansion joint as per approved design and drawing including cost of material all labour charges and all other incidental charges etc complete as per the standard specification including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 30HP - Bailing out water with engine and pump set above 10 HP and up to 30 HP, (Pumping water to aqueduct also included in this item) including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund and cleaning the canal for the free flow of water after completion of the work.etc.complete including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site.

Embankment Protection Works on Right bund and drain

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, disposed earth to be levelled and neatly dressed.All kinds of soil including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site.

Providing and laying in position cement concrete of specified grade for foundation of retaining wall, drain etc. excluding the cost of centering and shuttering - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, ramming etc. with all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Providing and laying in position cement concrete of specified grade for superstructure of retaining wall, drain etc. excluding the cost of centering and shuttering - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, vibrating etc. with all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Providing and laying in position cement concrete of specified grade for wearing coat excluding the cost of centering and shuttering - 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, vibrating etc. with all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns, retaining wall and side wall of drain including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Plastering with cement mortar 1:3, 9mm thick one coat floated hard and trowelled smooth including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts, watering, curing, all incidental charges etc complete as per the direction of departmental officers at site.

PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost and conveyance of all materials, labour charges, hire charges, all other incidental charges etc. complete as per the direction of departmental officers at site.

BUND ROAD ALONG RIGHT SIDE OF AQUEDUCT

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, disposed earth to be levelled and neatly dressed.All kinds of soil - including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts, all incidental charges etc complete as per the direction of departmental officers at site.

Filling with Quarry Muck - Filling up low lying and water logged areas with local material / quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts, all incidental charges etc complete as per the direction of departmental officers at site.

DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts, all incidental charges etc complete as per the direction of departmental officers at site.

Providing and laying in position cement concrete of specified grade for foundation of curtain wall above D.R. packing upstream and downstream sloping sides excluding the cost of centering and shuttering - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, ramming, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Providing and laying in position cement concrete of specified grade for curtain wall excluding the cost of centering and shuttering - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, vibrating, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Centering and shuttering including strutting, propping etc. and removal of form work for: curtain wall, Foundations, footings, bases for columns including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, vibrating, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Plastering with cement mortar 1:3, 9mm thick one coat floated hard and trowelled smooth for curtain wall including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts, watering, curing, all incidental charges etc complete as per the direction of departmental officers at site.

Canal maintenance U/S Side of aqueduct

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish outside the periphery of the area cleared including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, disposed earth to be levelled and neatly dressed.All kinds of soil - including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts, all incidental charges etc complete as per the direction of departmental officers at site.

Providing and laying in position cement concrete of specified grade for foundation and side wall excluding the cost of centering and shuttering - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, ramming, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Providing and laying in position cement concrete of specified grade for side wall excluding the cost of centering and shuttering - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, vibrating, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns, side wall including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Providing and laying in position cement concrete of specified grade for wearing coat excluding the cost of centering and shuttering - 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost and conveyance of all materials, labour charges, hire charges, watering, curing, vibrating, all leads and lifts and all other incidental charges etc complete as per the direction of departmental officers at site

Plastering with cement mortar 1:3, 9mm thick one coat floated hard and trowelled smooth for side wall including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts, watering, curing, all incidental charges etc complete as per the direction of departmental officers at site.

Aapproach bund road near aqueduct

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, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness - In area of light jungle - By Manual Means including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections for foundation and clearing undulations on bund, approach road near aqueduct including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - Grading-II - Plant Mix Method - including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade including cost and conveyance of all materials, labour charges, hire charges, all leads and lifts and all other incidental charges etc. complete as per the direction of departmental officers at site.

K. K. SHYJU

ccg constructions

JAMES P J

V MOHANAN

SHOUKATHALI K

Bidder Name

ccg constructions

M D Kurian

SHOUKATHALI K

K. K. SHYJU

JAMES P J

V MOHANAN