Renovation and Modernization of Khanuwali Mr. 2nd 0 to 8.90 (tail), Khaliquewala Mr 0 to 18.00 (tail), Sujasar Mr 0 to 22.50 (tail), Phoolsar Mr 0 to 18.3, etc. (Package 311)

Amount

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

Earth work excavation in ordinary soil for distributies and minors having discharge less than 10 cumecs :Kassi work undressed.

Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site)

Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density.

Dressing of earthwork

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

Carriage of earth for lead 1 km kachcha

Earthwork excavation for lip cutting in ordinary soil for disty. & minors having vertical height upto 0.75 meter kassi work including rehandling with dreassing of earthwork.

Earthwork excavation for lip cutting in ordinary soil for disty. & minir having vertical height above .75 meter kassi work including rehandling with dreassing of earthwork(with extra two intial leads)

Temporary compensation for the land with crop i.e. for six month period.

Temporary compensation for the vacant land during one crop period (for six months period). For 12 months for command area

Earthwork in foundations trenches, lift upto 1.5 m. 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 foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork) In ordinary soil like sandy loam, soft clay etc.

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

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].In ordinary Soil [MoRTH Specification : Clause : 301] manual meansAbove 3m to 6m depth

Dismantling up to 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 with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means dismantling brick/tile work In cement mortar.

Dismantling of lining and disposing of the material with in 1/2 km lead.single tile

Dismantling of lining and disposing of the material with in 1/2 km lead.double tile

Dismantling up to 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 with in a lead of 1000m. [MoRTH Specification clause 202]Concrete By Manual Means.Lime concrete, cement concrete grade M-10 and below.

Providing and laying M15 grade Single (30x15x5cm) PCC block lining consisting of (i) 12 mm thick plaster in CM (1:6) on sub grade (ii) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above (iii) 50 mm thick PCC blocks in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section as per design and specification. In Bed including dressing of bed, pumping charge of water to lining hedding of source and 28 days curring

Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications.On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days

Providing & Laying in position cement concrete for Canal Dowel foundation including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications P.C.C.M-15 grade

Construction of bench mark muttom of size 30X30X75cm in cement concrete (1:3:6) with 750mm long size 25X25X4mm MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lifts complete.

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. GUIDE STONE (for RD Stone)( size 20 x15x120 cm) ]

Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.

Recovery of bricks/tiles bats

Brick masonry work with Cement mortar 1:3 (1-cement ;3-sand) 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 )

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

Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transporation 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.

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

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications P.C.C.M-15 grade (1:2:4)

Brick work with Non modular flyash brick conforming to IS: 12894 :2002 of class designation 10.0 in superstructure above plinth level upto floor five level in. Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)

Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick

U-PVC pipes (working pressure 4 kg / cm^2) Single socketed pipe 110 mm dia.Type-A

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

GODARA CONSTRUCTION COMPANY