Strengthening of water reservoir at RD 507 of IGNP, R and M of Devasar mr RD 0-29.60 and repair of lining, dowel and Strenthening of canal embankment of MGM (Meergarh Minor) at RD 2.7, 8.8 and 17.50, Chattargarh dy and various canal of IGNP Stage-I

Amount

Construction of Pucca bench mark mutton of size 30x30x75 cm in cement concrete (1:3:6) with maximum aggregate size of 40 mm with 75 cm long MS angle , size 25x25x5 mm embedded including curing transportation and fixing at site etc. complete with all leads & lifts. At every 500' interval

Silt Clearance/ Removal of blown sand/ Berm Unloading undressed with combined lead upto 50 m. for lined canal section. For FSD up to 2m

Silt Clearance/ Removal of blown sand/ Berm Unloading undressed with combined lead upto 50 m. for lined canal section. For FSD upto 1m

Uprooting Juli Flora /sarkanda, pahari kikar or arrows up to 0.50 m depth below ground level

Dismantling up to 1.50M in foundation and/or 1.50M above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. Dismantling brick/tile work. In cement mortar

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Lime Concrete, cement concrete grade M-10 and below

Dismantling double tile lining including disposal of material.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305.

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Kassi work undressed

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m.

Carriage of material (good earth) including loading unloading without stacking for lead 1/2 Km katchcha.

Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site).

Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density.

Ramming of Earthwork in layers by wooden or iron rammers as specification to attain a density of 90% of Maximum Dry Density

Dressing of earthwork.

Dressing of side slopes for preparation of sub grade for lining including removal of irregularities up to 7.5 cm depth.

Earthwork excavation for lip cutting in ordinary soil for disty. & minor having vertical height above 0.75 m kassi work including rehandling with dressing of earthwork. ( with extra two initial leads).

Extra charges for water spray on sub grade of canal in bed and side slope before laying plain concrete/ brick/ tile lining.

M15 Grade Single PCC (30x15x5 cms) Block Lining in bed of channel consisting of ;- (1) 12 mm thick plaster in CM (1:6) on sub grade. (2) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no (1) above. (3) 50 mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing up to completion of lining section. (BED)

M15 Grade Single PCC (30x15x5 cms) Block Lining in side slope of channel consisting of ;- (1) 12 mm thick plaster in CM (1:6) on sub grade. (2) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no (1) above. (3) 50 mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing up to completion of lining section.

Extra for scaffolding & template allowance on tile , brick and concrete lining for side slopes & curved portions.

Pumping charges from source provided by the Dept. for supply of water to lining heading.

Curing of lining for 28 days.

Earth work in foundation trenches lift up to 1.50mtr stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm layers when required into sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 mtr. (For Dowel E/W) In Ordinary soil like sandy loam, soft clay etc.

Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] By Manual Means, Depth upto 3 m

Laying in position cement concrete for Canal Dowel including curing compaction & cost of centering shuttering in grade M10, 1:3:6 (1 Cement : 3 Coarse sand : 6 graded stone aggregate 40mm nominal size)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15

Laying in position cement concrete for Canal Dowel including curing compaction & cost of centering shuttering in grade M15, 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominal size)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M35 Using concrete mixer, Height Up to 5mtr

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M20 Using concrete mixer, Height Up to 5mtr

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300. Cement mortar1:3 (1cement :3 sand)

Pointing of any design with cement mortar 1:3 on Brick work in substructure at any height as per MoRTH Specification: Clause 1309

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Providing and laying Brick-on-edge flooring with 1st class bricks (minimum 10.5MPa) including cement slurry in cement sand mortar 1:4 at all levels as per MoRTH Specification : Clause 1000 & 1300

Dressing of Dowel in addition to payment for dressed e/w if top width of dowel is less than 1.00 mtr

Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering, shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15.

Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. 200 Meter stone ( size 15 x10x65 cm)

Recovery for brick/Tile bats (Deduction)

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