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| 1 | Transportation of pocklain from workshop to required site i.e. coming at site and back at workshop after completing the required work etc. complete in all respect to the entire satisfaction of Engineer –in-charge. |
| 2 | Plugging of both side existing M.H`s of master sewer line of various sizes at upstream and downstream for cleaning of blockage and repairing of settled master sewer line with dismantling of RCC slab, placing of jamuna sand bag, providing labour for plugging and cleaning of M.H`s, M.S. Sheet, hiring hydra for lifting of M.S. Sheet, safety equipment etc. complete in all respect. 450mm to 600mm dia master sewer line and size of M.H`s 1.52 x 0.91 Mtr |
| 3 | Plugging of both side existing M.H`s of master sewer line of various sizes at upstream and downstream for cleaning of blockage and repairing of settled master sewer line with dismantling of RCC slab, placing of jamuna sand bag, providing labour for plugging and cleaning of M.H`s, M.S. Sheet, hiring hydra for lifting of M.S. Sheet, safety equipment etc. complete in all respect. 750mm and 800mm i/d master sewer line and size of M.H`s 1.52 x 1.80 Mtr |
| 4 | Plugging of both side existing M.H`s of master sewer line of various sizes at upstream and downstream for cleaning of blockage and repairing of settled master sewer line with dismantling of RCC slab, placing of jamuna sand bag, providing labour for plugging and cleaning of M.H`s, M.S. Sheet, hiring hydra for lifting of M.S. Sheet, safety equipment etc. complete in all respect. 900mm to 1200mm i/d master sewer line and size of M.H`s 2.40 x 2.00 Mtr |
| 5 | Plugging of both side existing M.H`s of master sewer line of various sizes at upstream and downstream for cleaning of blockage and repairing of settled master sewer line with dismantling of RCC slab, placing of jamuna sand bag, providing labour for plugging and cleaning of M.H`s, M.S. Sheet, hiring hydra for lifting of M.S. Sheet, safety equipment etc. complete in all respect. 1300mm to 1800mm i/d master sewer line and size of M.H`s 2.70 x 2.40 Mtr |
| 6 | Plugging of both side existing M.H`s of master sewer line of various sizes at upstream and downstream for cleaning of blockage and repairing of settled master sewer line with dismantling of RCC slab, placing of jamuna sand bag, providing labour for plugging and cleaning of M.H`s, M.S. Sheet, hiring hydra for lifting of M.S. Sheet, safety equipment etc. complete in all respect. 2000mm to 2400mm i/d master sewer line and size of M.H`s 3.00 x 2.70 Mtr |
| 7 | Pumping arrangement for diversion of flow after plugging and during execution of work for repairing of settled master sewer line with 2 Nos pumps atleast 20 to 50 HP with Gen Set 30 KVA to 125 KVA including cost of diesel, panel board, PVC houz pipe, electrician and pump operator round the clock etc. complete in all respect. For 450mm i/d to 600mm i/d master sewer line |
| 8 | Pumping arrangement for diversion of flow after plugging and during execution of work for repairing of settled master sewer line with 2 Nos pumps atleast 20 to 50 HP with Gen Set 30 KVA to 125 KVA including cost of diesel, panel board, PVC houz pipe, electrician and pump operator round the clock etc. complete in all respect. For 700mm i/d to 1000mm i/d master sewer line |
| 9 | Pumping arrangement for diversion of flow after plugging and during execution of work for repairing of settled master sewer line with 2 Nos pumps atleast 20 to 50 HP with Gen Set 30 KVA to 125 KVA including cost of diesel, panel board, PVC houz pipe, electrician and pump operator round the clock etc. complete in all respect. For 1200mm i/d to 1600mm i/d master sewer line |
| 10 | Pumping arrangement for diversion of flow after plugging and during execution of work for repairing of settled master sewer line with 2 Nos pumps atleast 20 to 50 HP with Gen Set 30 KVA to 125 KVA including cost of diesel, panel board, PVC houze pipe, electrician and pump operator round the clock etc. complete in all respect. For 1800mm i/d to 2400mm i/d master sewer line |
| 11 | Hiring of Super Sucker Machine for cleaning / desilting of pipe line at upstream and downstream and testing of repaired pipe line complete in all respect |
| 12 | Hiring of Pocklain including operator, helper, diesel and safety equipments and manpower etc. for deep excavation Lifting of malba etc. complete in all respect to the entire satisfaction of Engineer –in-charge. (Excluding Transportation) |
| 13 | Hiring of JCB Machine of big bucket for continuously required at site for 24 hours including operator, helper, diesel etc. complete in all respect |
| 14 | Hiring of Hydra Machine of big bucket for continuously required at site for 24 hours including operator, helper, diesel etc. complete in all respect. |
| 15 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] |
| 16 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate] |
| 17 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] |
| 18 | [21.95.10]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 10. 1200 mm [Through Rate] |
| 19 | [21.95.11]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 11. 1400 mm [Through Rate] |
| 20 | [21.95.12]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 12. 1600 mm [Through Rate] |
| 21 | [21.95.13]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 13. 1800 mm [Through Rate] |
| 22 | [21.95.5]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 5. 600 mm [Through Rate] |
| 23 | [21.95.6]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 6. 700 mm [Through Rate] |
| 24 | [21.95.7]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 7. 800 mm [Through Rate] |
| 25 | [21.95.8]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 8. 900 mm [Through Rate] |
| 26 | [21.95.9]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 9. 1000 mm [Through Rate] |
| 27 | [34.40]Portable Barricade in Construction Zone Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a A frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, A frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 [Labour Rate] |
| 28 | [34.40]Portable Barricade in Construction Zone Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a A frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, A frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 [Through Rate] |
| 29 | [6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 30 | [6.14.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 31 | [6.15.1]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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 32 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 33 | [7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
