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| 1 | Demolition of concrete of any description and in any position not otherwise specifically provided complete all as specified and as directed. |
| 2 | Demolition of reinforced cement concrete in ground floors and pavings as drain or culvert covers etc of any thickness complete all as specified and as directed. |
| 3 | Demolition of brick work or stone masonary built in cement mortar including all quoins, arches,pillars etc complete all as specified and directed. |
| 4 | Removing building materials etc. (other than spoil payable under items 03028 to 03031 in Section-3—Earthwork) to a distance of 10 Km , beyond the lead included in the rates, including loading, unloading and stacking at the destination outside of MOD land complete all as specified and directed. |
| 5 | Excavation over areas not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 6 | Excavation over areas exceeding 1.5 m deep but not exceeding 3.0m deep and getting out in soft / loose soil complete all as specified and as directed. |
| 7 | M&L cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed. |
| 8 | M&L reinforced cement concrete Design mix M-25 using 20 mm graded stone aggregate as in foundation , rafts footing,plinth beam, bases of column and other similar work complete all as specified and as directed. |
| 9 | M&L reinforced cement concrete Design mix M-25 using 20 mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. |
| 10 | M&L reinforced cement concrete Design mix M-25 using 20 mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 11 | Use and waste of form work to sides of concrete foundations, footings, bases of columns, sides and soffits of plinth beams and similar work, rough finished surfaces of concrete ,flat complete all as specified and as directed. |
| 12 | Use and waste of form work to soffits of suspended roof slab and similar work, rough finished surfaces of concrete, flat complete all as specified and as directed. |
| 13 | Use and waste of form work to faces of walls, abutments, buttress and similar works vertical surfaces, rough finished surfaces of concrete,flat complete all as specified and as directed. |
| 14 | M&L Mild steel TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for column hooking end and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clip complete all as specified and as directed. |
| 15 | M&L cement concrete 1:2:4 type B-2 using 40mm graded stone aggregate as in surface channels and drains complete all as specified and as directed. |
| 16 | M&L for 300mm thick (compacted thickness) Granular Sub Base (GSB) Grade V in a double layer of 150mm each (as per 400-1 and 400-2 of MORTH & H Specifications for Road and Bridge works) over compacted subgrade with stone aggregates by using motor grader, spreading, levelling and rolling with vibratory roller of capacity 80-100 KN weight and consolidating to required gradient and camber complete all as specified and directed.Note:- Finished surface tolerances as per table 900-1 of MoRTH specifications for road and bridge works |
| 17 | M&L for 150mm thick (Compacted thickness) Wet Mix Macadam (WMM) (Individual layers of 75 mm each) manufactured in WMM plant. Each layer compacted seperately (as per Table 400-12 and 400-13 of MoRTH &H Specifications for road and bridge works), with crushed stone aggregates of specified grading, spreading using sensor paver and consolidated to reqd gradient and camber complete all as specified and directed. If the water absorption value of coarse aggregates is greater than 2%, the soundness test shall be carried out on the mtrl delievered at site. Finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge Works complete all as specified and as directed. |
| 18 | M&L for providing and laying Dry Lean Concrete (DLC) 150mm thick having compressive group of 05 cubes. Individual strength of each cube must not be less than 5.5 MPa at 07 days (para 4.1 IRC : SP : 49-2014). Size of aggregates not exceeding 26.5mm (Grading and other physical parameters as per Table 600-1 of MORTH & H Specifications for road and bridge works/ Table 1 IRC : SP : 49 - 2014). Min cement content must not be less than 140 Kg/cum (Para 4.2 IRC : SP : 49-2014) mixed in batching plant, transported to site and laid by sensor paver including spreading and compacting using double drum smooth wheeled vibratory rollers with 80-100 KN static weight including necessary formwork, finishing etc complete all as specified and as directed. |
| 19 | M&L 10mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer. The sand cushion must not contain stones/other hard or uneven matter complete all as specified and as directed. |
| 20 | Supply and laying 400micron thick HDPE sheet (Virgin Quality) having minimum weight 390 gm/Sqm over sand cushion as specified in the design with overlap between adjacenet strips as minimum 100mm and transverse joints at ends as minimum 150mm etc complete all as specified and as directed.Note:-No payment for overlap is made under this item. |
| 21 | M&L Pavement Quality Concrete (PQC) 300mm thick of minimum field flexural strength of 45Kg/Sqcm, Lower control limit (LCL) at 28 days in pavement slab using min 360Kg of cement per cum as per IRC 15-2017 (Only 43 grade OPC must be used in PQC) mixed with non-circular synthetic fibre reinforcement (fibers as per specifications given by E-in-C's branch policy) by mech means at the rate by weight of cement as specified by manufacturer as per cum of PQC. The max size of aggregate in PQC must be 31.5mm and gradation as per table 3 of IRC : 15-2017, laid spread and compacted with slip form paver, curing, tining by mechanical attachment (Texturing cum Curing Machine) complete all as specified and as directed. |
| 22 | M&L forming 25 mm wide expansion joints to full depth of pavement concrete slab as per shape and section shown on drawing (depth of slab 150 mm) and primed and filled with compressible closed cell premoulded high performance joint filler board HD-100 (Sil Flex Dura board HD 100 of Supreme make or equivalent of Elcon or any other make as approved by E in C' Branch ) and provision of closed cell polyethylene back up rod 30 mm dia , and top 10 mm primed and sealed with and using polyurethane based sealing compound (Polyurethane joint sealant) with suitable primer as per manufacturer's recommendation complete all as shown on drawing and specified and as directed with minimum MAF± 30 % (with ten years performance guarantee ) and applying masking tape on edges of joint to prevent accidental spillage of sealent and removing the masking tape after sealent is applied by mechanical means complete all as specified and shown on drawing including cutting edge of existing pavements for forming expansion joints between existing and proposed slab, if required complete all as specified and as directed. |
| 23 | M&L forming contraction/dummy joint cutting with diamond cutter to a depth of 125 mm and 8 mm wide , primed and providing a 10 mm dia polyethylene back up rod and top 13 mm primed and sealed with and using polyurethane based sealing compound ( polyurethane joint sealant) with suitable primer as per manufacturer's recommendations including minimum MAF ± 30 % (with ten years performance guarantee ) and applying masking tape on edges of joint to prevent accidental spillage of sealant and removing the masking tape after sealant is applied complete all as specified and directed. |
| 24 | Returning, filling in, including spreading levelling watering and well ramming in layers not exceeding 25 cm as in soft/loose soil complete all as specified and as directed. |
| 25 | Removing excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 26 | Supply, laying and testing XLPE Insulated , armoured heavy duty electric cable with aluminium conductor, 1100 Volts grade cross sectional area 95 Sqmm 3.5 core complete all as specified and as directed. |
| 27 | Supply, laying and testing XLPE Insulated , armoured heavy duty electric cable with aluminium conductor, 1100 Volts grade cross sectional area 120 Sqmm 3.5 core complete all as specified and as directed. |
| 28 | Supply, laying and testing XLPE Insulated , armoured heavy duty electric cable with aluminium conductor, 1100 Volts grade cross sectional area 70 Sqmm 3.5 core complete all as specified and as directed. |
| 29 | Supply, laying and testing XLPE Insulated , armoured heavy duty electric cable with aluminium conductor, 1100 Volts grade cross sectional area 50 Sqmm 3.5 core complete all as specified and as directed. |
| 30 | Supply, laying and testing XLPE Insulated , armoured heavy duty electric cable with aluminium conductor, 1100 Volts grade cross sectional area 35 Sqmm 4 core complete all as specified and as directed. |
| 31 | Supply, laying and testing XLPE Insulated , armoured heavy duty electric cable with aluminium conductor, 1100 Volts grade cross sectional area 25 Sqmm 4 core complete all as specified and as directed. |
| 32 | Transportaion and laying of old serviceable LT , XLPE cable Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of sizes 25 Sqmm to 120 Sqmm, 3 to 4 core complete all as specifed and as directed.Note :- Earth work shall be measured and paid seperately. |
| 33 | M&L for Boring of holes under road, pavement, hard standing by trenchless technology for laying or passing of HT cables by mechanical means using ultra sounding technique including supply and laying 150 mm bore HDPE pipe suitable for 0.4 mpa working pressure including necessary fittings as required in roads/hard standing complete all as srecified and as directed. |
| 34 | Supply and laying 40 mm bore high density polyethylene pipes (HDPE) of pressure rating 6 kgf/sqcm laid in trenches or laying in floors with necessary fittings complete all as specified and as directed. |
| 35 | M&L cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete of poles/stay assembly/ panels etc complete all as specified and as directed. |
| 36 | M&L cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate coping of poles and similar works including necessary use and waste of form work complete all as specified and as directed. |
| 37 | S&F cable jointing kit , straight through termination heat shrink,type joint complete with jointing material,and accessories suitable for 4 core XLPE armoured LT aluminium conductor cable of size 25 sqmm to 70 Sqmm complete all as specified and as directed. |
| 38 | S&F cable jointing kit , straight through termination heat shrink,type joint complete with jointing material,and accessories suitable for 4 core XLPE armoured LT aluminium conductor cable of size 95 sqmm to 120 Sqmm complete all as specified and as directed. |
| 39 | S&F 80 mm dia galvanized iron tube light grade for cable protection along poles, laid plinth protections or road crossing or in trenches or in footpath with necessary fittings complete all as specified and as directed. |
| 40 | S&F 50 mm dia galvanized iron tube light grade for cable protection along poles, laid plinth protections or road crossing or in trenches or in footpath with necessary fittings complete all as specified and as directed. |
| 41 | S&F cable jointing kit , indoor termination heat shrink type joint complete with jointing materials and accessories suitable for 4 core XLPE armoured LT aluminium conductor cable of, size 25 sqmm to 70 Sqmm complete all as specified and as directed. |
| 42 | S&F cable jointing kit , indoor termination heat shrink type joint complete with jointing materials and accessories suitable for 4 core XLPE armoured LT aluminium conductor cable of, size 95 sqmm to 120 Sqmm complete all as specified and as directed. |
| 43 | Dismantling of safely taxi lights/ Glow sign board with connected item of any type and size and refixing the same at the location as directed with all fixing arrangement as required at site complete all as specified and as directed . Please Enable Macros to View BoQ information |
