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| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,wood, steel, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters.(i) Lime /Cement ConcreteB) Cement Concrete Grade M-15 & M-20 |
| 2 | Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per relevent clauses of section-300 of specification |
| 3 | Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications (ii) For 37.5 mm maximum size |
| 4 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 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 content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. |
| 5 | Deduct from Item No.6.1 above if paver finisher with electronic sensor, vibratory roller are not used and laying, compaction is done by anyother method |
| 6 | Cement Concrete Pavement M-40 grade for Thin white topping (Thickness greater than 100 mm and less than 200 mm)Providing and laying Conventional white Topping as per IRC: SP:76-2015 including polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 9.25kg/cum with groove cutting grid Imx1m to a depth of 1/3 of the Thickness and of width 3-5 mm as per design including cost of all material Over bituminous surface (Existing bituminous surface prepared if necessary, either by milling or leveling course to be done:with. BM/DBM/DLC to correct surface profile and to be paid separately) as Cement Concrete Pavement, Construction, of unreinforced,'dowel Jointed, plain cement concrete pavement M-40grade concrete over a prepared sub base. coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm. mixed' in a batching and mixing plant as per approved mix design. transported to site, laid with a slip form paver.spreading, compacted and finished. In a continuous operation including. Provision of expansion Joint. construction joint, separation membrane. admixtures as approved, curing compound. finishing to lines and grades as per drawing as per IRC 15 2017 and as per relevant clauses of MoRT&H Specifications of section 600.Complete but excluding cost of steel in dowel bar and tie rodsincluding joint sealing complete. |
| 7 | Providing and fixing Steel in dowel bar and tie rod includingcraddle, laps etc. complete required as per design(a) Mild steel confirming to IS: 432:1982 |
| 8 | (b) Tor steel confirming to IS: 1786:2008 |
| 9 | Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.a) 300 mm Dia |
| 10 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting andprinting etc(ii) Ordinary Kilometer stone (Precast) |
| 11 | (iii) Hectometer stone (Precast) |
| 12 | Providing and applying (Cleaning of concrete surface and after applying Concrete primer) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35 along with concrete primer. The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications |
| 13 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT &H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT &H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT &H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MORTH message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back support frame of 25mmx25mmx3mm angle. 7 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor.i) 90 cm equilateral triangle |
| 14 | x) 80 cm x 60 cm rectangular |
| 15 | xiii) 60 cm x 60 cm square |
| 16 | Rainwater Harvesting with brick masonry 0.2 m thickperforation with PVC pipe 100mm dia @ 0.50 m centre tocentre all around the recharge pit including excavation upto 2.00 m depth with bore hole 150 mm dia and 15 m depth filled with gravels 3-6 mm size, recharge pit filled boulder 5-20 cmand 0.5 m depth. over the boulders layer gravel 5-10 mm size depth 0.5 m, over the gravels layer core sand 0.5 m depth.(ii) 1.50 m x 2.00 m |
| 17 | Planting of various varities such as Pipal (Ficus religiose), Bargad (Ficus benghalensis), Neem (Azadirachta indica), Ashok (Saraca Asoca), Kadam (Neolamarckia cadamba), Aam (Mango),Gulmohar (Delonix regia), Amaltass (Hibiscus rosa-sinensis),Bougainvillea) (Bougainvillea glabra), Lantana (Lantana camara) etc. of trees as approved by the Engineer-in-charge by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering,and maintaining the plants excluding tree guard(ii) Minimum Plant Height 1.50 M. |
| 18 | Tree Guard with MS Angle Iron and Steel Wire Providing and fixing tree guard 0.60 metre square, 2.00-metrehighfabricated with MS angle iron 30 x 30 x 3 mm, MS iron25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together Please Enable Macros to View BoQ information |
