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| 1 | Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is prohibited i/c all leads and lifts complete as per direction of Engineer-in-charge. |
| 2 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. Pick & Jumper work |
| 3 | Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth. |
| 4 | Providing and laying cement concrete 1:5:10(1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. |
| 5 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: |
| 6 | Foundations, footings, basis of columns & the like and mass concrete. |
| 7 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. |
| 8 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels within all leads and lifts as per direction of Engineer-in-Charge. |
| 9 | Arches upto floor two level. |
| 10 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: |
| 11 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like |
| 12 | Providing from work of ordinary timber planking’s so as to give a rough finish i/c centering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ reinforced concrete and plain concrete work with in all leads and lifts as per the direction of the Engineer-in-charge in :- |
| 13 | Arches beyond 6.0 mtrs. Span. |
| 14 | Providing Placing &Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts.: a) Tor steel |
| 15 | Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement:3 sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 16 | Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coat of red paint :-In grating, framed ,guards, bars,ladders, railing,brackets & similar works with in all leads and lifts as per the entire satisfaction & direction of the Engineer- in-charge |
| 17 | Laying and Jointing G.I. Pipes (light grade),tube fittings in trenches I/c earth work complete:- |
| 18 | 100 mm dia Inlet & outlet and scour pipe |
| 19 | Providing and fixing C.I. Sluice valve (with hand wheel) as per IS:780 Class-I upto 300 mm dia (including brass spindleand as per IS:2906- 1984 class II for diameters more than 300 mm complete with bolts, nuts, rubber insertion etc,(The tail pieces if required shall be measured and paid for separately) |
| 20 | 100 mm dia. |
| 21 | Providing and Fixing (SFRC) manhole cover and frame conforming ot IS-code and specification of size 500mm diameter (medium duty) complete in all respect as per the entire satisfaction & direction of the Engineer-in-charge. |
| 22 | Providing laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007 confirming to L-390 pipe of following diameter (latest with up to date amendments) steel grade A & wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting. welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 23 | MSERW Pipe 80 mm dia 4.00 mm Thickness. (L-390 (X-56) |
| 24 | Providing and Supplying of CI fire Hydrants Sluice valve type with the surface Box conforming to IS 909 :1992, The Hydrant shall consist of the components body Bonnet spindle gland spindle cap. Spindle nut, valve, screwed outlet, outlet cap and chain the Sluice valve should be of 80mm dia and spindle shall jbe made of brass conforming to IS. 320 (1980) or IS, 319 (1974) or stainless steel conforming to IS, 6603 (1972) Sluice valve should be fully closed by screwing down the spindle A Hydrostatice pressure of 1.4 MN/m2 shall then be applied the outlet of the Hydrant should be 80mm dia and shall be of screwed type and provided with External Round thread thread. It shall be attached to the outlet thread and be attached to the Flanged end of the pipe by means of bolts The outlet cap shall completely cover the outlet thread and be attached to the outlet by means of a chain not less than 3mm with the chain length and its attachment arranged to permit removal of the cap without binding Each hydrant shall be clearly and permanently marked with manufacturer's name or Trademark and the hydrant may also be marked with the Standard Mark or as per entire Satisfaction of Engineer-In-Charge. |
| 25 | Restoration of pucca path / pavered path with interlock paver with cement mortar 1:4 ( 1 Cement : 4 Sand) complete in all respect as per the direction of Engineer in charge |
| 26 | Restoration of road due to laying of conveyance pipe in cement concrete 1:3:6 (1cement: 3sand: 6graded stone aggregate of 20mm nominal size) 100 mm thick complete in all respect as per the directions of Engineer in charge Please Enable Macros to View BoQ information |
