Name of Work:- ESTIMATION FOR SOLID WASTE MANAGEMENT SHED At Poshera Tal. Mokhada | Sl. No. | Item Description | |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area (as per SSR 2022-23 I.No.2.07) +10% | | 2 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any.(as per SSR 2022-23 I.No.2.01) +10% | | 3 | Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.(as per SSR 2022-23 I.No.2.02) +10% | | 4 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift 0 to 1.5 M ( As per MJP 2023-24 ) +10% | | 5 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc.complete. (Bd-A-2/259) Lift 0 to 1.5 M Cum +10% | | 6 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc.complete. (Bd-A-3/259) Lift 0 to 1.5 M Cum +10% | | 7 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) Cum +10% | | 8 | Providing dry trap/ granite/ quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) Cum +10% | | 9 | Providing and laying in situ Cement Concrete M-10 of trap/ granite / quartzite/ gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38 a) In PCC M-100 Cum +10% | | 10 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work,compaction, finishing and curing, etc.complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) b) In RCC M-200 Cum +10% | | 11 | Providing and casting in situ Cement Concrete of trap/ granite / quartzite /gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor) reinforcement) For all types of Columns b) In RCC M-200 Cum +10% | | 12 | Providing and casting in situ C.C. of trap /granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) For Beams / Braces / Lintels b) In RCC M-200 Cum +10% | | 13 | Providing and fixing in position T.M.T. bar reinforcement of various diameters for reinforced cement concrete pile caps, footings, foundation, slabs, beams, columns, canopies, stair case, newels, chajja, lintels, pardi, copings, fins, arhes etc. as per detailed designs, drawings and schedules including cutting bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec No. : Bd.F.17 Page No.306. S.S.R. Item No.26.33 Page No139 +10% | | 14 | Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. S.S.R. Item No27.12 Page No.144 +10% | | 15 | Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete S.S.R. Item No.27.13 Page No.213 +10% | | 16 | Providing sand faced plaster externally in cement mortar using Kharsalia/Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg.per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc. complete. Bd.L.7 Page No.367. S.S.R. Item No.32.11 Page No. 224 +10% | | 17 | Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates, etc. as per detailed design and drawing or as directed by Engineer-incharge including cutting, fabricating, hoisting, erecting and fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd-C-8/278) MT +10% | | 18 | Providing and fixing colour coated Zincalume (R) AZ 150 (min 150 gms/ sq.mt. total on each side) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT) (0.5mmTCT),Hi-strength steel with min. 550M Pa yield strength, metallic hot dip coated with Aluminium-Zincalloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND (R) steel quality super durable polyester paint coat (within organic pigment). The paint shall have a total coating thickness of nominal 35um ,comprising of nominal 25um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050mm effective cover widt hand nominal 25-30 mm deep ribs with subtle square fluting in t h e five panat nominal 180-250mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fastener s with min. fastened with min. 25um Zinc-Tin alloy coated, Hexhead, self-drilling screw etc.complete. (weight of profile 4.52 Kilogram/ One Square Metre) S.S.R. Item No. 38.34 Page No. 167 +10% Please Enable Macros to View BoQ information | | 19 | Providing and fixing colour coated Zincalume (R) AZ 150 (min 150 gms/ sq.mt. total on each side) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT) (0.5mmTCT),Hi-strength steel with min. 550M Pa yield strength, metallic hot dip coated with Aluminium-Zincalloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND (R) steel quality super durable polyester paint coat (within organic pigment). The paint shall have a total coating thickness of nominal 35um ,comprising of nominal 25um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050mm effective cover widt hand nominal 25-30 mm deep ribs with subtle square fluting in t h e five panat nominal 180-250mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fastener s with min. fastened with min. 25um Zinc-Tin alloy coated, Hexhead, self-drilling screw etc.complete. (weight of profile 4.52 Kilogram/ One Square Metre) S.S.R. Item No. 38.34 Page No. 167 +10% Please Enable Macros to View BoQ information |
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