Improvement of Eco-tourism on the D/s toe area of Kanjhari Irrigation Project Under DRIP-II

Amount

Clearing grass and removal of rubbish up to a distance of 50 mt out side the periphery of the area etc. complete as directed by the Engineer-in-charge.

Scraping old paint with scrapers,sand papering and washing with soap water including scaffolding charges upto 5m height etc.complete as directed by the Engineer -in -charge

Dismantling brick or stone masonry in lime or cement mortar under 3.0 M height including stacking the useful materials for reuse and removing the debries within 50 m lead. Etc complete as per direction of the Engineer-in-charge.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debries within 50 m lead etc. complete as directed by the Engineer-in-charge.

Removing old lime or cement plaster from walls including racking out joints 12 mm deep and removing the debries within 50 m lead etc. complete as per the direction of the Engineer-in-charge.

Excavation foundation in hard soil including dressing, levelling the bed of foundation and sides slopes and depositing of excavated materials within initial lead of 50 mt and initial lift of 1.5 mt complete as per the direction of the Engineer-in-charge.

Filling in foundation and plinth with sand watered, rammed including cost, conveyance, taxes, royalty of sand etc. complete as per the direction of the Engineer-in-charge.

Cement concrete (1:3:6) with 40 mm size crusher broken hard granite metal including cost, conveyance, royalty and taxes of all materials etc. complete as per the direction of the Engineer-in-charge.

Providing P.C.C. M-20 grade using 20 mm and downgraded size hard granite crusher broken chips including all cost, conveyance, royalty, taxes and labour and hire charges of machinary involved for the completion of item of work as per direction of Engineer-in-charge.

Providing R.C.C. M-25 grade using 20 mm and downgraded size hard granite crusher broken chips including all cost ,Conveyance, royality, taxes and labour and hire charges of machinery involved for the completion of item of work as per direction of Engineer - in - Charge.

Supplying fitting and placing uncoated HYSD bar/ rainforcement for RCC work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge including cost, conveyance of rod and including cost of laboures, cess etc. all complete and as per drawing and specification and direction of the Engineer-in-charge.

Rigid smooth centering and shuttering for C.C./R.C.C. work including false works and dismantling the same after specified date of casting and disposal of debries clear of work site including cost, conveyance of all materials along with the labour charges etc. all completed as directed by the Engineer-in-charge.

Providing formwork for concrete with F1 finish for upstream faces of dam, spillway, glacis of barrages, unexposed surfaces of foundation, block joints etc. With steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials and T & P complete as direction by the Engineer-in-charge.

Brick work with Fly Ash bricks 25 cm x 12 cm x 8 cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance + percent in cement mortar (1:6) in foundation and plinth per cum including cost, carriage & royalty of all materials etc. complete as directed by the Engineer-in-charge.

16 mm thick cement plaster (1:6) for brick work including cost, conveyance & royalty of all materials ect. Complete as direction by the Engineer-in-charge.

Filling in foundation and plinth with excavated materials including watering and ramming etc. all completed as directed by Engineer-in-charge.

Priming one coat with approved primer on new work including cost of materials and labour etc. complete as directed by the Engineer-in-charge.

Painting two coat with any approved paint with cost of the paint and labour and complete as per the direction of the Engineer -in -charge

Finishing wall with two coat water proofing weather coat of approved shade to give an even shade including all cost, conveyance, royalty etc complete as direction of the Engineer-in-charge.

Providing & laying 80 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machine with strong vibrotory compaction of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of course sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Supplying and fixing of Precast kerb stone of size 300 mm x 300 mm x 150 mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixe in required pattern etc. complete in all respect conforming to IS 5758:1984 as per direction of the Engineer-in-charge.

Supplying, fitting and fixing of Stainless Steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32 mm x 2 mm @ 0.90 mtr, C/C and stainless square pipe bracing of size 32 mm x 32 mm x 2 mm in rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyacnce, taxes of all materials, labour T&P , required for all complete in all respect direction by the Engineer-in-charge.

Providing weep holes in Brick masonary/ Plain/ Reinforced concrete abutment,wing & return wall with 100 mm dia AC pipe,extending through the full width of the structure with slope of IV:20 H towards drawing face.Complete as per drawing and Technical. as per direction of Engineer-in-charge

Earth work in excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 5.00 K.M. on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.50cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-in -Charge.(Measurements of the fill to be taken on the finished compacted section under OMC condition)

Ornamental work