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| 1 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr.disposed soil to be levelled and neatly dressed : All kinds of soil |
| 2 | Carriage of Building Rubbish Stone metal (Grit and ballast etc.) for 1Kms |
| 3 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC: SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006Category ‘B’Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 4 | Supply of Stone Aggregate (Single size) : 40 mm nominal size |
| 5 | Carriage ofBuilding Rubbish Stone metal (Grit and ballast etc.) for10 Kms |
| 6 | Repair to stone masonary in cement sand mortar 1:6 with old and newstone. |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 8 | Repair of existing steel glazed doors, windows and ventilator, MS sheet door, garge doors, compound wall gates etc. by welding drilling complete include. Cost of welding rods and hire charge of weldingmeachine and TP etc complete |
| 9 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 10 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:CementMortar 1:6 ( 1-Cement : 6-Sand). |
| 11 | Plaster on new surface on walls in cement sand mortar 1:4 includingracking of joints etc. complete fine finish :20mm thick . |
| 12 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 13 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubberring and lubricant.110 mm dia |
| 14 | Scarifying Existing Bituminous Surface to a Depth of 150mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift up to3m and lead up to1000as per MoRTH Specification Clause 305.4.3 |
| 15 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause401.ForAllRajasthanexceptBikaner,Churu,HanumangarhandSriGanganagar For Grading I Material |
| 16 | Construction of unreinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43grade cement or any other type as per Clause 602.2.2 M30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Form work (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing),spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately)\\" |
| 17 | Providing and Fixing of Dowel Bars and Tie Bars of Mild Steel confirming to IS:432 of specified length and diameters as per MoRTH Specification IRC15 &58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per directionof the Engineer-in-charge. |
| 18 | Labour Charge for collection, screening & stacking of existing spreaded 20-63mm nominal size hard/crusher broken stone aggregate of any thickness from substation yard by manual/mechanical means as permitted by the E>1 with due care & as safety norms of substation. This aggregate should be scrrend & stacked properly then this screened aggregate shall be laid in 100 mm thick layer in yard as directed with due care with all lead, left ( Payment shall be done as per stack mesurement after deduction of voids as per norms) |
| 19 | Labour charges for spreading of available 20 to 63 mm nominal size hand/crusher broken stone aggregate in uniform layer of 100 mm thickness in yard of any substation (charged/uncharged GSS) with manual/mechanical means as permitted by E.I. with due care as per safety norms of substations complete in all respect with all lead & lift.(payment will be done as per stack measurement after deduction of voids as per norms) |
| 20 | Supply & Fixing 30mm thick ferro cement RCC cable trench covers up to span 1200mm, C:C grade M-30 having outer frameof M.S. flat 30x3 mm and reinforcement consisting of 6mm dia M.S. round bar both way at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I. wire mesh 12mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer, bond improving compound etc. manufacture with vibro pressing system, 20% cover shall have lifting hooks of 10mm dia plain round bar to be fixed as directed. M.s flat/hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to take for live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under defection not exceeding U2S.(Including transportation charges) Please Enable Macros to View BoQ information |
