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| 1 | Item Description/ Heading |
| 2 | CIVIL PART |
| 3 | Earth work in excavation in all kind of soil/ silt bymechanical means (hydraulic excavaror)/ manual means including dozering, trasnportation, unloading at designated place, levelling and dressing of dump sites all inclusive as per instructions of EIC. with alllifts (for all project of NCL)Lead upto 50.00 m |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 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 : 1:1.5:3(1cement:1.5coarse sand (zone-III):3 graded stone aggregate 20 mm nominal size). |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 12 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 13 | Brick work with FALG bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 14 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 15 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900mm dia RCC hume pipe (Laying by manual/ mechanical means). |
| 16 | Construction of granular sub-base by providing well graded material likenatural sand crushed gravel or crushed stone having CBR >30, spreadingin uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator or plant mix method at OMC, and compactingwith vibratory rollers of 80 to 100 kN static weight to achieve the desireddensity, complete as per Clause 401 of Specification |
| 17 | Construction of dry lean cement concrete Sub- base over a prepared subgrade with coarse and fineaggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150 kg/ cum, optimum moisture contentto be determined during trial length construction, concrete strength not tobe less than 10 Mpa at 7 days, mixed in a batching plant, transported tosite, laid with a paver withelectronic sensor, compacting with 8- 10 tonnesvibratory roller, finishing and curing as per clause 601 of specificationcomplete in all respect. |
| 18 | Deduct from Item No.6.1 above if paver with electronic sensor, vibratoryroller are not used and laying, compaction is done by any other method.(The acceptance criteria regarding level, thickness, surface regularity,texture finish, strength of concrete and all other quality control measuresshall be the same as in case of machine laid work.) . |
| 19 | Construction of un-reinforced, dowel jointed, plain cement concretepavement M-30 grade concrete over a prepared sub base with cement ,coarse and fine aggregate conforming to IS 383, maximum size of coarseaggregate not exceeding 25 mm, mixed in a batching and mixing plant asper approved mix design, transported to site, laid with a fixed form or slipform paver, spread, compacted and finished in a continuous operationincluding provisionofcontraction, expansion, construction andlongitudinal joints, joint filler, separation membrane, sealant primer, jointsealant, debonding strip, admixtures as approved, curing compound,finishing to lines and grades as per drawing as per IRC 15 2011 and as perrelevant clauses of section 602 of specifications complete but excludingcost of steel in dowel bar and tie rods etc. |
| 20 | Deduct from Item No.6.3 & 6.4 above if paver with electronic sensor is notused and laying, compaction is done by any other method (The acceptancecriteria regarding level, thickness, surface regularity, texture finish,strength of concrete and all other quality control measures shall be thesame as in case of machine laid |
| 21 | Loosening of the ground upto a level of 500 mm below the sub-grade level,watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. |
| 22 | E&M PART |
| 23 | Dismantling of Load Cell and Re-fitting in the platform |
| 24 | Dismantling, Uplifting , shifting, repositioning of platform, Cabin on raised foundation and re-erection of the same at proper height. |
| 25 | Supply of HT Nut Bolt along with washer (M16x65) for fixing of railing and loadcell |
| 26 | Supply of HT Nut Bolt along with washer (M16x80) for jointing structure |
| 27 | Laying of Cables and wiring. |
| 28 | Stamping of WeighBridge at new position by legal Meterology department |
| 29 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
