|
| 1 | Excavation in foundations trenches etc. (for pipes and pits) upto all depths in all kinds of soil such as pick work, jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including jumper work, blasting and chiselling soft / hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of CI.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting / timbering and dewatering where ever required including restoration of un-metalled / metalled paved surface of itsoriginal conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects. |
| 2 | 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 |
| 3 | 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. |
| 4 | 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. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform in all leads and lifts |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Edges of slabs and breaks in floors and walls under 20 cm wide in all leads and lifts. |
| 7 | 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:5:10 (1) cement: 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)in all leads and lifts. |
| 11 | Providing and Fixing of Precast SFRC Man Cover with Frame conforming to IS-12592 (F I)-1998 with latest ammendments 560 mm (Heavy Duty) in all leads and lifts |
| 12 | Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters class K7 with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints). fittings including testing of joints and rubber gasket (S&R quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely) 150 mm dia in all leads and lifts. |
| 13 | 200 mm diameter |
| 14 | 300 mm diameter Please Enable Macros to View BoQ information Terms and conditions |
| 15 | The work should be executed as per PWD/JSV specifications and to the entire satisfactions of the Engineer-in Charge. |
| 16 | The cement, steel and D.I pipes shall be issued by the department from JSV Divisional Store Raghunath Ka Padhar Mandi cement @ 368/- per bag, Steel Rs.7615/-only per qtl. and D.I pipe free of cost respectively. |
| 17 | The Contractor will be fully responsible for watch and ward of material at site of work. |
| 18 | Nothing shall be paid for rejected/sub-standard material at site of works. |
| 19 | Concrete work shall be done by using vibrator and concrete mixing plant. |
| 20 | Crushed aggregate will be used in concrete work. |
| 21 | Material should be used of approved quarry. |
| 22 | The work should be completed in the stipulated period. |
| 23 | The rates should be inclusive with GST and carriage |
| 24 | 1% labour cess will be deducted from the bill of the contractor. |
| 25 | GST as applicable will be borne by the contractor. |
| 26 | No deviation will be allowed without the prior permission of the Engineer-in-charge. |
