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| 1 | CONSTRUCTION PAVER BLOCK FROM DHIRU SHINHA HOUSE TO VIJAY KUMAR HOUSE AND LAYING OF PAVER BLOCK FROM OLD NAGARPALIKA OFFICE TO CORNER OF R.C.D OFFICE ALONG WITH JASHPUR ROAD AND CONSTRUCTION OF GUARD WALL AND HANDRAIL BRIDGE AT WARD NO 15 UNDER GUMLA NAGAR PARISHAD |
| 2 | PAVER BLOCK FROM DHIRU SHINHA HOUSE TO VIJAY KUMAR HOUSE AT WARD NO 15 |
| 3 | Labour for cleaning the worksite before and after work etc. |
| 4 | Earthwork in excavation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts levelling,ramming the foundation trenches ,removing roots of tree,shrubs all complete as per approved design , building specification and direction of E/i. |
| 5 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all lifts including cost of all materials, labour ,royalty and taxes all complete as per building specification and direction of E/I .(Mode of measurment compacted volume) |
| 6 | Providing P.C.C 150 in nominal mix of ( 1:2:4)in foundation with approved quality of stone chips 20 mm to 6 mm size grade and clean coarse sand of F.M 2.5 to 3 including screening , shuttering mixing cement concrete in mixer and placing in position , vibrating , striking , curing taxes and royalty all complete as per building specification and direction of E/I. |
| 7 | Provinding and laying factory made chamfered edge Cement concrete paver blocks in footpath, park & lawns driveway or light & traffic parking etc. of required strenght , thickness& size /shape made by table vibratory method using PU mould , laid in required colour & pattern over 80 mm thick compacted bed of course sand , compacting and proper embedding /laying of locking paver blocks intothe sand bedding layer through vibratory compaction by using plate vibrator filling the joints with sand and cutting of paver blocks as per required size and pattern ,finishing and sweeping extra sand . complete all per as direction of E/I. 80 mm thick cement concrete paver block of M30 graded with approved colour design & pattern |
| 8 | CARRIAGE OF MATERIALS |
| 9 | sand( lead upto 20 km) |
| 10 | stone chips (lead upto 7 km) |
| 11 | Cement ( lead upto 2 km) |
| 12 | LAYING OF PAVER BLOCK FROM OLD NAGARPALIKA OFFICE TO CORNER OF R.C.D OFFICE ALONG WITH JASHPUR ROAD AT WARD NO- 15 |
| 13 | Labour for cleaning the worksite before and after work etc. |
| 14 | Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering n layers not exceeding 150 mm thick with all leads and lifts including cost of alll materials labour, royalty and taxes all as per building specification and direction of E/I . |
| 15 | Providing P.C.C M-150 with nominal mix of (1:2:4) in foundition with approved quality of stone chips 20mm to 6 mm size clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement mixer & placing in position, vibrating, stiking, curing, royaly and txes all complete job as per building secification and directiomn of E/I. FOR LOCKING |
| 16 | Provinding and laying factory made chamfered edge Cement concrete paver blocks in footpath, park & lawns driveway or light & traffic parking etc. of required strenght , thickness& size /shape made by table vibratory method using PU mould , laid in required colour & pattern over 80 mm thick compacted bed of course sand , compacting and proper embedding /laying of locking paver blocks intothe sand bedding layer through vibratory compaction by using plate vibrator filling the joints with sand and cutting of paver blocks as per required size and pattern ,finishing and sweeping extra sand . complete all per as direction of E/I. 80 mm thick cement concrete paver block of M30 graded with approved colour design & pattern 80mm thick c.c paver block M30 grade (9640*50%) |
| 17 | CARRIAGE OF MATERIALS |
| 18 | cement(upto 1km) |
| 19 | sand(upto 20 km) |
| 20 | stone chips (lead upto 7 km) |
| 21 | CONSTRUCTION OF GUARD WALL AND HANDRAIL BRIDGE AT WARD NO 15 |
| 22 | Labour for cleaning the worksite before and after work etc. |
| 23 | Dismantling plain cement or lime concrete work including staaking servicable materials & countable stacks within 15m lead &disposal of unservicable material within all complete as per the direction of E/I. |
| 24 | Earthwork in excavation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts levelling,ramming the foundation trenches ,removing roots of tree,shrubs all complete as per approved design , building specification and direction of E/i. |
| 25 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all lifts including cost of all materials, labour ,royalty and taxes all complete as per building specification and direction of E/I .(Mode of measurment compacted volume) |
| 26 | Supplying and laying ( properly as per design and drawing )rip-rap with good quality of boulders duly packed including the cost of materials , royality all taxes etc. But excluding the cost of carriage all complete as per specification and direction of E/I. |
| 27 | Providing P.C.C 150 in nominal mix of ( 1:2:4)in foundation with approved quality of stone chips 20 mm to 6 mm size grade and clean coarse sand of F.M 2.5 to 3 including screening , shuttering mixing cement concrete in mixer and placing in position , vibrating , striking , curing taxes and royalty all complete as per building specification and direction of E/I. |
| 28 | Providing Random rubble stone masnory in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volum and clean coarse sand F.M 2 to 2.5 including cost of screening , raking out joints to 20 mm depth , curing taxes and royality all complete as pere building specification and direction of E/I. 0.5x200x(5+4)x3 = 2700cft |
| 29 | Providing Random rubble stone masonary in cement mortar( 1:4) in superstructure -d0- including cost of screening , carriage of materials raking out joint E/ 0.5x200x(4+2)x5 = 3000 |
| 30 | Providing 25 mm thick cement plaster ( 1:4) And 1.5mm punning with clean coarse sand of F.M 1.5 including screening , curing ,with all leads and lifts of water , scaffolding taxes and royality all complete as per building specification and direction of E/I. |
| 31 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment --do-- do-- E/I. |
| 32 | centering and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns, etc for mass concrete |
| 33 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone - iii) : 3 graded stone aggregate 20 mm nominal size) SLAB |
| 34 | FOR HAND RAILINGHORIZONTAL MEMBER AREA (3.14*0.6*0.6/4=0.2CFT) |
| 35 | Providing tor steel reinforcement of 10 mm, 12mm ,16mm dia. Rods as per approved design and drawing excluding carriage of bars to work site including cutting , bending , binding with anneled wire with coast of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. ( Valid for TATA/SAIL (5.5.5)@ 1.25 % 8mm |
| 36 | CARRIAGE OF MATERIALS |
| 37 | Earth ( upto 5 km ) excavated |
| 38 | sand( lead upto 20 km) |
| 39 | stone chips (lead upto 7 km) |
| 40 | Stone boulder( lead upto 07km) |
| 41 | Cement ( lead upto 2 km) |
| 42 | Add 18 % GST |
| 43 | Adding Labour Cess @ 1% of Estimated Cost |
| 44 | Add Silanyas/Udghatan & Sign Board Please Enable Macros to View BoQ information |
