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| 1 | Earthwork in excavation in all type of strata comprising any of the materials such as soil, silt, clay gravel, moorum of all varities shingles, pebble all type of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock or weathered rock and all such other materials, either in full or in parts as the case may be adopting any approved method or methods as may be convinient or permitted inclusive of chiseling, wedging etc. but blasting prohibited in all conditions such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water, dewatering including setting out construction of shoring strutting and bracing in removal of stumps and other deterious matter, dressing of side and bottom, providing barricading danger lighting guarding and back filling the excavtion earth to the extent required and disposal of excavated stuff in specified area leada up to 50 and with all lifts etc complete and as per specification and drawing and as directed by the Engineer in charge etc all complete. |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundation 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 & Shuttering including strutting, propping & removal of formS for :a) Foundations, Footings, bases for columns and mass concrete. |
| 5 | Centering & Shuttering including strutting, propping & removal of formS for : b) vertical surfaces such as retaining walls, return walls, walls ( any thickness) including attached pilasters, buttresses, plinth and string courses, fillets etc. |
| 6 | Centering & Shuttering including strutting, propping & removal of formS for : b) vertical surfaces such as retaining walls, return walls, walls partitions walls ( any thickness) including attached pilasters, buttresses, plinth and string courses, fillets and the like |
| 7 | 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 |
| 8 | 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: b) in retaining walls, return walls (any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttersses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level. |
| 9 | Centering and shuttering including struttings, propping etc. and removal of formS for : III) Columns, piers, Pillars, Aburments, posts and struts (square rectnagle polygon in plan) |
| 10 | Centering and shuttering including struttings, propping etc. and removal of formworks forIII) Columns, Pillars, Posts and struts (circular or curved in plan) |
| 11 | Providing & Laying in position (1:1 1/2:3) Reinforced cement concrete excluding the cost of centering & shuttering, finishing and reinforcement (1 cement: 1 1/2 coarse sand: 3 graded stone aggrt. 20 mm. nominal size): In retaining walls, return walls (any Thk), including attached pilasters, columns, piers, abutments, pillars, posts, struts, or lacking, courses, parapets, coping bed blocks, anchor blocks, plain winodw sills, fillets etc. upto floor five level. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | 12mm cement plaster 1:4 (1 Cement: 4 Coarse Sand) Please Enable Macros to View BoQ information |
