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| 1 | Subwork No 1:-Nadep Composed Pits = 06 Nos. Item No.1: Excavation for foundation/pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated material upto a distance of 50M beyond the area and lift sasbelow,stacking and spreading as directed byEngineer-in-charge,normal dewatreing,preparing the bed for foundation and excluding back filling, etc. complete.(Bd-A-3/259)Lift 0 to 1.5 M |
| 2 | Item No.2: Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in15cm to20cm thick layers(including hand packing and compacting),etc. complete. |
| 3 | Item No.3:- Providing and laying in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water , for work , compaction , curing etc complete(Cement 5.90 bags/cum)MPCC (M 150) for levelling course |
| 4 | Item No.4:- 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 |
| 5 | Item No.5:- Refilling the excavated trenches with avilable stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. |
| 6 | Item No.6:-Providing cement plaster for following thickness with appropriate coat in cement mortar in following proportions without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc. complete. 12 mm thick in C.M. 1:4 |
| 7 | 20 mm thick in C.M. 1:4 |
| 8 | Locally available material for thatched roof |
| 9 | Subwork No 2:-Solid waste segregation shed 01 Nos. Item No.1:Excavation for foundation/pipe trenches inearth, soiIsof aII types,sandgraveI andsoftmurum,incIuding removing the excavatedmateriaIupto a distance metres andIifts as beIow,stackingandspreadingasdirected,normaI dewatering, preparing thebadfor foundation andexcIuding backfiIIing, etc.compIete. |
| 10 | Item No.2: Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 11 | Item No.3: Providing and laying in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water , for work , compaction , curing etc complete(Cement 5.90 bags/cum) |
| 12 | Item No.4: 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, jashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 13 | Item No.5: 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) |
| 14 | Item No.6: 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.) |
| 15 | Item No.7: Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. |
| 16 | Item No.8: Providing and laying in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water , for work , compaction , curing etc complete(Cement 5.90 bags/cum) |
| 17 | Item No.9: Filling in plinth and floors with contractors material/brought from outside and approved by Engineer inchargein layers of 15 cmto 20 cm including watering and compaction etc. complete. |
| 18 | Item No.10: Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F- 17/306) |
| 19 | Item No.11: Providing and fixing colour coated Zincalume(R) AZ 150(min150gms/sq.mt .total one achside) profiled sheetsforroofing.The feed materialis manufactured out of nominal 0.45mm Base Metal Thickness (BMT) (0.5mmTCT), Hi-strength steel withmin.550 M Payield strength,metallichotdip coated with Aluminium-Zincalloy (55%aluminium 43.4% zinc1.6% silicon) with COLORBOND (R) steelquality super durable polye sterpaint coat (within organic pigment).The paint shall have a total coating thickness of nominal 35um,comprising of nominal 25 umexterior coatontopsurface and nominal 10 umreverse coat on backsurface.Profile sheet shall have nom.950-1050 mm effective cover width and nominal 25-30 mm deepribs with subtle square fluting in the five panatnominal180-250 mm center-to-center.Theen dribshall bedesig ned foranti-capillary groove.and return leg.The feed material should have coilman ufacturers product details marked are gularinterval .Including fasteners with min.fastened with min.25 um Zinc-Tinalloycoated,Hexhead,self-drillingscrew etc. complete. (weight of profile 4.52 Kilogram/Square Metre) |
| 20 | Item No.12: Providing and fixing plain zinc sheeting of 0.80 mm thick (22B.W.G.) over the ridge hiporvalley to galvanized ironsheet roofing including all fastening and boltgalvanisediron screws and bolts,leadandbitumen washers etc. complete.(Weight of 6.8 Kilogram/sq.m.).. |
| 21 | Item No.13: Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches 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. |
| 22 | Item No.14: Providing & Fixing Green Net all around Shed. |
| 23 | Item No.15: Bd.L.2PageNo.368---Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. |
| 24 | Item No.16: Providing and laying cement concrete flooring 50mm thick with M20 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/ square etc. finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Crushed Sand. |
| 25 | Item No.17: Providing second class Burnt 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 |
| 26 | Item No.18: Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete. |
| 27 | Subwork No 4:-Soak Pit= 12 Nos. Item No.1:Excavation for in general in soft material comparising of soft soil, soft murum hard murum with boulder in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M includingbarricating guarding disposing off surplus excavated stuff with radius of 0.50 Km as as directed by engineer in charge. |
| 28 | Item No.2:Providing & laying in situ,followinggrade of trap/ granite/ quartzite/ gneiss metalfor foundation and bedding including dewatering,form work, compacting and curing, finishing etc. complete. |
| 29 | Item No.3:Providing fly ash brick masonry with conventional /I.S. type bricks in cement mortar 1:6 in super structure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 30 | Item No.4:Providing and casting in situ Cement Concrete of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawing sand designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/ steelp rop-ups, compaction, finishing the formed surfaces with CM1:3 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) RCC- M 200 |
| 31 | Item No.5:Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire). |
| 32 | Item No.6:Providing & fixing in well Steining, 90 mm dia PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all leads and lifts etc. |
| 33 | Item No.7:Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials,labour,transportation,etc.complete with all lead sand lifts. |
| 34 | Item No.8:Refilling the excavated trenches with avilable stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. |
| 35 | Item No.9:Providing and constructing B.B.masonry valve chamber with15cm thick1:3:6 proportion PCC bedding,excluding excavation,B.B.masonryinC.M.1:5Proportion precast RCC frame and cover,etc.complete as directed by Engineer-in-charge. |
| 36 | Item No.10:Providing and supplying, Lowering & Laying in standard lengths ISI mark rigid unplasticised P.V.C. pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading conveyance to site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. (Self fit to be jointed with cement solvent) |
| 37 | Item No.11:Providing cement plaster for following thickness with appropriate coat in cement mortar in following proportions without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc. complete. Internal :- 12 mm thick in C.M. 1:4 |
| 38 | External :- 20 mm thick in C.M. 1:4 |
| 39 | Subwork No 3:-DEWATS (Decentralised Wastewater Treatment System)02 Nos. Item No.1:Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete.A ) Sedimentation Tank- Lift 0.00 to 1.50m |
| 40 | Lift 1.50 to 3.00 m |
| 41 | B )Anaerobic Bffuled Reactor Tank- Lift 0.00 to 1.50m |
| 42 | Lift 1.50 to 3.00 m |
| 43 | C ) Planted Gravel Filter Tank- Lift 0.00 to 1.50m |
| 44 | Lift 1.50 to 3.00 m |
| 45 | Item No.2:Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. P.C.C. 1:2:4 (M-150) grade |
| 46 | Item No.3:Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewater-ing, centering, formwork, 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. (Excluding M.S. bar reinforcement) |
| 47 | Item No.4:Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, Chajjas, lintels, Pardies, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. (Including cost of binding wire) |
| 48 | Item No.5:Providing ,Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section. Complete.as directed by Engineer in charge ) 40mmpebbles |
| 49 | 12 to 20 mm Pebbles |
| 50 | 6 to 12 mm Pebbles |
| 51 | Fine sand |
| 52 | Item No.6:Providing & plantation on the top surface of the Gravel filter in/c. All types of labour, well furtile black soil.....etc. As directed by engineer in charge |
| 53 | Item No.7: Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). |
| 54 | Specials (10% of pipe cost) |
| 55 | Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). |
| 56 | Item No.8:Providing and supplying in standard lengths ISI mark rigid unplasticised P.V.C. pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading conveyance to site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. (Self fit to be jointed with cement solvent) .......Etc. Complete. 110 mm dia.6 kg/cm2 PVC Pipes |
| 57 | Specials 10% on cost of pipe |
| 58 | Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). |
| 59 | Item No.09: Filling in plinth and floors with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
