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| 1 | Appendix - A (Site clearing and Excavation) |
| 2 | Clearing light jungle and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyound 30 cm girth up to and including 60 cm girth |
| 4 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyound 60 cm girth up to and including 120 cm girth |
| 5 | Demolishing cement concrete manually / by mechanical means including disposal of materials within 50 metres lead as per direction of Engineer - in - ChargeNominal concrete 1:3:6 or richer mix |
| 6 | Dismantling Dry Rubble - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. |
| 7 | Earthwork open well excavation (above water) for wells of dia. above 3.5 m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking. |
| 8 | Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5m to 3.0m m including neat banking. |
| 9 | Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.5 m including neat banking. |
| 10 | Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 4.5m to 6.0 m including neat banking. |
| 11 | Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking.\ |
| 12 | Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 1.50m to 3.0 m including neat banking. |
| 13 | Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 3.0 m to 4.5 m including neat banking. |
| 14 | Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 3.0 m to 4.50 m including neat banking. |
| 15 | Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 4.5m to 6.0 m including neat banking. |
| 16 | Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.50 m including neat banking. |
| 17 | Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in ordinary rock in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 7.50m to 9.0 m including neat banking. |
| 18 | Engaging wood cutters for cutting and removing roots of tree if any encountered during excavation |
| 19 | Granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 50m and lift up to 6.00 m but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures) |
| 20 | Granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 50m and lift up to 7.50 m but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures) |
| 21 | Granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 50m and lift up to 9.00 m but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures) |
| 22 | Granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 50m and lift up to 10.50 m but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures) |
| 23 | RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. |
| 24 | Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete |
| 25 | Appendix - B (Well steining and inlet arrangements) |
| 26 | Conveying and laying MS pipe of dia. 300 mm or nearest dia. and thickness 8 mm as per direction of Engineer-in-charge (Excluding cost of pipe) |
| 27 | MS Flanges for 300 mm pipe - Supplying and fitting 300 mm dia MS flange having shell thickness 10 mm depth 75mm with suitable bolt ,holes,fixing the flange in position with required welding around the flange,pipe joint grinding for smoothing the welded portion,including painting with red oxide primer etc. complete as directed by departments officers. (one flange) |
| 28 | 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 up to 50 m and lift up to 1.5 m. |
| 29 | Backfilling - Extra for every additional lift 1.50 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) with a lift of 7.5 to 9 m |
| 31 | Reinforced cement concrete work in well - steining excluding the cost ofcentering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) |
| 32 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 33 | Centering and shuttering including strutting, etc. and removal of form for: Well steining |
| 34 | Drilling holes for providing anchor /dowel bars varying in depth and diameter in rock orconcrete and cleaning the holes, grouting with cement grout (CM 1:2) after fixingdowel bars including cost of all materials, labour etc. complete as per specification |
| 35 | Dry Rubble packing with Departmental stone - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 37 | Appendix - C (Well top safety mesh, Pump lifting /down structure & pumping pipe line) |
| 38 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 39 | 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 |
| 40 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including preparation of surface, etc. complete. - On steel work |
| 41 | Providing and fixing G.I. pipes complete with G.I fittings -100 mm dia nominal bore |
| 42 | Providing and fixing G.I. pipes complete with G.I fittings -100 mm dia nominal bore Please Enable Macros to View BoQ information |
