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| 1 | EEarthwork in excavation by mechanical means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorumS of all varities shingles, pebble all type of conglomerates, all types of laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock or weathered rock and all such other materials, as described under appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as may be convinient or permitted including of chiselling, wedging etc. but blasting prohibited in all conditions such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water, including setting out construction of shoring and bracing in removal of stumps and other deterious materials, dressing of side and bottomS and disposing of the remaining excavated soil/rock as directed by Engineer-in-charge for the intial lead of 50m and all lifts etc, complete. |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 3 | Providing and laying stone rip rap for Talus with basaltic/ granitic stones, 60% of which shall comprise stones not less than 0.0425 cum (1.5 cft.) in size each & remaining 40% and comprising well graded rubble not below the size of 0.0142 cum (1/2 cft.) including the cost of conveyance of all materials, spreading, hand packing, weding, etc. for all leads and lifts, etc. as directed by Engineer in-charge. |
| 4 | Centering and shuttering including struttings, propping etc. and removal of formworks for:a) Foundations, footings, bases for columns and mass concrete. |
| 5 | Providing & Laying cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic or Basiltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in: All Works upto plinth level |
| 6 | Centering and shuttering including struttings, propping etc. and removal of formS for : Columns, piers, Pillars, Aburments, posts and struts (square rectnagle polygon in plan) |
| 7 | Centering and shuttering including struttings, propping etc. and removal of formworks for sloping or battering surface (slabs, beamS, louvers, etc) including flooded plates. Columns, Pillars, Posts and struts (circular or curved in plan) |
| 8 | Providing & Laying in position (1:1 1/2:3) Reinforced cement concrete excluding cost of centering & shuttering, finishing and reinforcement (1 cement: 1 1/2 coarse sand: 3 graded stone aggrt. 20 mm. nominal size): In walls, return walls (any Thickness), including attached pilasters, , fillets, columns, pillars, piers, abutments,parapets, coping bed blocks, anchor blocks, plain winodw sills, posts and structs etc. upto floor five level. |
| 9 | Providing TMT steel reinforcement bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.) (Confirming to IS 1786 of 1986) for RCC Work ( Confirming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in structural member. |
| 10 | Providing & fixing PVC WATER SEAL in construction joints as per design and drawing shall withstand the pressure to the tune of 5.0 kg/sqm of approved quality and confirming to relevant IS Code and shall be of one piece and jointing of small pieces shall be avoided the normal width shall not be less than 305mm and thickness shall be between 9.00 to 12.00 mm and shall withstand minimum hydro static pressure of 30 m of water including the cost of all materials, labourers tools and plants required in the operation of above work and including the incidentials involved as per specifications, drwings and directives of Engineer Incharge. |
| 11 | Supplying and fixing of Fibre Glass Reinforced Plastic FRP needle, section along with FRP Coated mS Channel suitable for FRP needle. FRP Needle shall be made from standarad quality fibre glass composite materials. The FRP needle are taillormade section as per size required at site for closing the bandhara.b) For thickness of needle 115 +/- 3mm (hallow type) at center and 65+/-3mm at ends from 0.00 at 2.00 mts water depth from bottom and widthnot more than 2 mts. In clear span etc. complete as directed by the Engineer in charge. |
| 12 | 12mm cement plaster 1:4 (1 Cement: 4 Coarse Sand) |
| 13 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete. Conforming to IS: 4985-2000, and bearing ISI Mark Class 4 Kg/Cm2 .Outer Dia in mmh) 200 mm |
| 14 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Sluice Valve Conforming to IS: 14846-2000 and bearing ISI mark double flanged/plain ended with cap. TYPE P.N. 1.6 Outer Dia in mmh) 200mm |
| 15 | Hosting laying cast iron sluice valves/buteerfly valves/reflux vavlve of size given below at location in pipeline etc. complete as directed as per IS: 2685-1971 CLASS INominal Diameter in mmh) 200mm Please Enable Macros to View BoQ information |
