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| 1 | Dismantling of steel tank & pipe line into scrap including cutting of M.S. Bars, Steel, cool line G.I. pipes& special C.I. Manhole covers, steps & other casting & ancillary Misc. items like lead, hemp yarn etc. including loading, unloading & carriage upto 3 KM and carriage of material to store sundernagar &Including clearing the site from rusting and muck etc. outside the BBMB reach. |
| 2 | Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street /Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a) Earth work upto 1.5 m. Depth(ii) For Ordinary soil having gravel upto 40% |
| 3 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (i) 100mm i/d |
| 4 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (i) 50mm i/d |
| 5 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 6 | Cement concrete 1:4:8(b) With stone aggregate 40mm gauge(ii) mixing by mechanical means using concrete mixer volumetric type |
| 7 | Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 8 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 9 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 10 | Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering) including. attached pilasters, buttresses etc when curved. |
| 11 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 12 | Centring and shuttering for R.C.C. domes |
| 13 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. |
| 14 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).(a) 500mm i/d RCC man hole cover with frame as per ISI(iii) Medium duty |
| 15 | Providing , laying, jointing (by way of circumferential butt welded jointsby electrical arc welding) and testing of MSERW pipe of following dia meters confirming to IS: 1239, steel grade specified below(latest with upto date amendments) having 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. 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). 200 mm dia - MSERW pipe of 4.80 mm thickness (L290 or X-42) |
| 16 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). B- Class PN-1.6 as per ISI (d) 200 mm i/d Sluice Valves flanged |
| 17 | Construction of masonry Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. (b) Size 0.9 m. x 0.9 m. |
| 18 | Dismantling concrete (d) Cement concrete plain1:2:4 mix |
| 19 | Constructing Punjab standard drain type II as above. |
| 20 | Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of5x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . (a) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012 |
| 21 | Providing & fixing C.I/D.Ilanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge).A Class PN-1 as per ISI (a) 80mm i/d Sluice Valves flanged |
| 22 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (h) 80mm i/d |
| 23 | Level measuring and level indicator system including float, rope, counter weightand marking at RCC dome tank |
| 24 | S.S grade 304 Ladder for safe climbing insideRCC Dome tank5mtr. |
| 25 | Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. (f) 50mm i/d G.I. Union |
| 26 | Providing, fixing and jointing G.I Union Couplings (of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. (h) 80mm i/d G.I. Union |
