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| 1 | Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work,blasting work.chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15cm layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surplus excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-charge. |
| 2 | Demolishing RCC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar in all leads and lifts. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) in all leads and lifts |
| 4 | Boulder filling dry hand packed tightly under floor in all leads and lifts as per entire satisfaction of Engineer-in-Charge. |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm in all leads and lifts. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Columns, Pillars, Piers, Abutments, Posts and Struts |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.in all leads and lifts. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Stairs, (excluding landings) except spiral-staircases .in all leads and lifts. |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, huttering, finishing and reinforcement 1:1.5:3 (1 cement 1.5 coarse sand) 3 graded stone aggregate 20 mm in all leads and lifts. |
| 10 | Reinforced cement concrete work in beams suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, lintels bands, plain window sills, staircases and spir stair cases above plinth level up to floor five leve excluding the cost of entering, shuttering, finishi and reinforcement, with 1:1.5:3 (1 cement : coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts. |
| 11 | Steel reinforcement for R.C.C. work includ straightening, cutting, bending, placing in posi and binding all complete upto plinth level. steel and Medium Tensile steel bars in all leads and lifts. |
| 12 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) in all leads and lifts. |
| 13 | Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) 15cmx15cm mesh GI wire 5mm thick corresponding to SWG-6 in all leads and lifts. |
| 14 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture complete in all respect. |
| 15 | 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 complete as per direction of the Engineer-in-charge in all leads and lifts. Please Enable Macros to View BoQ information Terms and conditions |
| 16 | The work should be executed as per PWD/JSV specifications and to the entire satisfactions of the Engineer-in Charge. |
| 17 | The cement & steel shall be issued by the department from JSV Divisional Store Raghunath Ka Padhar Mandi cement @ 368/- per bag, Steel Rs.7615/-only per qtl. |
| 18 | The Contractor will be fully responsible for watch and ward of material at site of work. |
| 19 | Nothing shall be paid for rejected/sub-standard material at site of works. |
| 20 | Concrete work shall be done by using vibrator and concrete mixing plant. |
| 21 | Crushed aggregate will be used in concrete work. |
| 22 | Material should be used of approved quarry. |
| 23 | The work should be completed in the stipulated period. |
| 24 | The rates should be inclusive with GST and carriage |
| 25 | 1% labour cess will be deducted from the bill of the contractor. |
| 26 | GST as applicable will be borne by the contractor. |
| 27 | The Weight of each boulder should not less than 18 kg. |
| 28 | No deviation will be allowed without the prior permission of the Engineer-in-charge. |
