Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Subwork No.1 : Unloading Plateform:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0.00 to 1.50 m |
| 2 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 3 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge |
| 4 | 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) 1) Soling |
| 5 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150 |
| 6 | 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 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 1) Raft in RCC M-300 |
| 7 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 8 | Structural Desgin Charges 2% of Civil Works |
| 9 | Subwork No.2 : Screen Chamber:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0.00 to 1.50 m |
| 10 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 11 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge |
| 12 | 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) 1) Soling |
| 13 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150 |
| 14 | 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 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 1) Raft in RCC M-300 |
| 15 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Vertical Wall |
| 16 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction,etc.complete.(Bd-A-11/263) 1) Filling |
| 17 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 18 | Providing cement basedwaterproofing treatment to terraces (Indianwaterproofingor alike ) with brick bats laid in requireds lope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compoundand laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling upto half depth of brickbats, curing this layer for 3 days, applying cement slurry over this layer jointsof brickbats with C.M.1:3 admixed with approved water proofing compoundand finally top finishing with average 20mm. thick layers of same mortar added with jutefiber at 1Kilogram per bag in cluding finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mmx300mm. making the junctions at the parapet roundedand tapered topfor required height, with drip mould at the junction of plaster and parapet and curing andcovering 10 yearsGuarantee against leakproofness on Court fee stamp paper of Rs. 500/-includingponding test etc. complete. 1) Water Proofing |
| 19 | Structural Desgin Charges 2% of Civil Works |
| 20 | Subwork No.3 : Sludge Storage:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0.00 to 1.50 m |
| 21 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 22 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1) 0.00 to 1.50 m |
| 23 | Excavation for foundation / pipe trenches in Soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1)1.5 to 3 m |
| 24 | Excavation for foundation / pipe trenches in Hard rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1)Lift 1.50 to 3.00 m |
| 25 | 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) 1) Soling |
| 26 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-15 |
| 27 | 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 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 1) Raft in RCC M-30 |
| 28 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Vertical Wall |
| 29 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Slab |
| 30 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 31 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) 1) Filling |
| 32 | Providing and fixing in position steel concrete (S.F.R.C.) frame and fibre covers reinforced of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity).1)d) 90 x 60 cm size SFRC Cover |
| 33 | Providing cement basedwaterproofing treatment to terraces (Indianwaterproofingor alike ) with brick bats laid in requireds lope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compoundand laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling upto half depth of brickbats, curing this layer for 3 days, applying cement slurry over this layer jointsof brickbats with C.M.1:3 admixed with approved water proofing compoundand finally top finishing with average 20mm. thick layers of same mortar added with jutefiber at 1Kilogram per bag in cluding finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mmx300mm. making the junctions at the parapet roundedand tapered topfor required height, with drip mould at the junction of plaster and parapet and curing andcovering 10 yearsGuarantee against leakproofness on Court fee stamp paper of Rs. 500/-includingponding test etc. complete. 1) Water Proofing |
| 34 | Structural Design Charges = 2 % of Cost of RCC work |
| 35 | Subwork No.4 : Multi Disc Screw PressPlatform :-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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 36 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 37 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1) 0.00 to 1.50 m |
| 38 | 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) 1) Soling |
| 39 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-15 |
| 40 | 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 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 1) Raft in RCC M-30 |
| 41 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Column |
| 42 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Beam |
| 43 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Slab |
| 44 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 45 | Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. 1) Structural Steel |
| 46 | Providing and fixing corrugated galvanised iron sheets of 0.63 mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and 1) GI Sheet |
| 47 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) 1) Filling |
| 48 | Structural Design Charges = 2 % of Cost of RCC work |
| 49 | Subwork No.5 : Liquid Storage Tank:-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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 1) 0.0 to 1.5m |
| 50 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 51 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1) 0.00 to 1.50 m |
| 52 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1) 1.5 to 3.0 m |
| 53 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 54 | 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) 1) Soling |
| 55 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150 |
| 56 | 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 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 1) Raft in RCC M-300 |
| 57 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Vertical Wall |
| 58 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) RCC M-30 Vertical Wall |
| 59 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 60 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) 1) Filling |
| 61 | Providing and fixing in position steel concrete (S.F.R.C.) frame and fibre covers reinforced of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity).1)d) 90 x 60 cm size SFRC Cover |
| 62 | Providing cement basedwaterproofing treatment to terraces (Indianwaterproofingor alike ) with brick bats laid in requireds lope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compoundand laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling upto half depth of brickbats, curing this layer for 3 days, applying cement slurry over this layer jointsof brickbats with C.M.1:3 admixed with approved water proofing compoundand finally top finishing with average 20mm. thick layers of same mortar added with jutefiber at 1Kilogram per bag in cluding finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mmx300mm. making the junctions at the parapet roundedand tapered topfor required height, with drip mould at the junction of plaster and parapet and curing andcovering 10 yearsGuarantee against leakproofness on Court fee stamp paper of Rs. 500/-includingponding test etc. complete. 1) Water Proofing |
| 63 | Structural Design Charges = 2 % of Cost of RCC work |
| 64 | Subwork No.6 : Zinc Alluminium Tank:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 65 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 66 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1) 0.00 to 1.50 m |
| 67 | 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) 1) Soling |
| 68 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150 |
| 69 | 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 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 1) Raft in RCC M-300 |
| 70 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 71 | Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.1) Structural Steel |
| 72 | Providing and fixing corrugated galvanised iron sheets of 0.63 mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and 1) GI Sheet |
| 73 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) 1) Filling |
| 74 | Supply and installation of prefabricated ground water storage bolted tanks, acomplete package in knock down, ready to assemble construction consisting of outer wall surface made out of special grade hot dip aluminum Zincalloy, metalic factory coated steel confirming toIS-15961 2012, minimum thickness of 0.6 mm. The inner surface should be provided withliners of minimum 0.6 mm thickness of reinforce polyethylene or polye propelene or metallocene material suitable for drinking water purpose. etc. complete. 1)11980 Litre (Zinc Tank) |
| 75 | Structural Design Charges = 2 % of Cost of RCC work |
| 76 | Subwork No.7 : Filter Feed Tank:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 1) 0.00 to 1.5m |
| 77 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 78 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1) 0.00 to 1.50 m |
| 79 | Excavation for foundation / pipe trenches in Soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1)1.5 to 3 m |
| 80 | Excavation for foundation / pipe trenches in Hard rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1)Lift 1.50 to 3.00 m |
| 81 | 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) 1) Soling |
| 82 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-15 |
| 83 | 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 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 1) Raft in RCC M-30 |
| 84 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Vertical Wall |
| 85 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Slab |
| 86 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 87 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) 1) Filling |
| 88 | Providing and fixing in position steel concrete (S.F.R.C.) frame and fibre covers reinforced of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity).1)d) 90 x 60 cm size SFRC Cover |
| 89 | Providing cement basedwaterproofing treatment to terraces (Indianwaterproofingor alike ) with brick bats laid in requireds lope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compoundand laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling upto half depth of brickbats, curing this layer for 3 days, applying cement slurry over this layer jointsof brickbats with C.M.1:3 admixed with approved water proofing compoundand finally top finishing with average 20mm. thick layers of same mortar added with jutefiber at 1Kilogram per bag in cluding finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mmx300mm. making the junctions at the parapet roundedand tapered topfor required height, with drip mould at the junction of plaster and parapet and curing andcovering 10 yearsGuarantee against leakproofness on Court fee stamp paper of Rs. 500/-includingponding test etc. complete. 1) Water Proofing |
| 90 | Structural Design Charges = 2 % of Cost of RCC work |
| 91 | Subwork No.8 : Treated Water Tank:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 1) 0.00 to 1.5m |
| 92 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 93 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1) 0.00 to 1.50 m |
| 94 | Excavation for foundation / pipe trenches in Soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1)1.5 to 3 m |
| 95 | Excavation for foundation / pipe trenches in Hard rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1)Lift 1.50 to 3.00 m |
| 96 | 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) 1) Soling |
| 97 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-15 |
| 98 | 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 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 1) Raft in RCC M-30 |
| 99 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Vertical Wall |
| 100 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Slab |
| 101 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 102 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) 1) Filling |
| 103 | Providing and fixing in position steel concrete (S.F.R.C.) frame and fibre covers reinforced of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity).1)d) 90 x 60 cm size SFRC Cover |
| 104 | Providing cement basedwaterproofing treatment to terraces (Indianwaterproofingor alike ) with brick bats laid in requireds lope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compoundand laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling upto half depth of brickbats, curing this layer for 3 days, applying cement slurry over this layer jointsof brickbats with C.M.1:3 admixed with approved water proofing compoundand finally top finishing with average 20mm. thick layers of same mortar added with jutefiber at 1Kilogram per bag in cluding finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mmx300mm. making the junctions at the parapet roundedand tapered topfor required height, with drip mould at the junction of plaster and parapet and curing andcovering 10 yearsGuarantee against leakproofness on Court fee stamp paper of Rs. 500/-includingponding test etc. complete. 1) Water Proofing |
| 105 | Structural Design Charges = 2 % of Cost of RCC work |
| 106 | Subwork No.9 : Sludge Drying Bed:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 107 | 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. (BdA-2/259)Lift 0.00 to 1.50 m |
| 108 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge 1) 0.00 to 1.50 m |
| 109 | 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) 1) Soling |
| 110 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-15 |
| 111 | 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 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 1) Raft in RCC M-30 |
| 112 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) Steel |
| 113 | Providing second classBurnt Brickmasonrywith conventional / I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints and watering etc. in pillar of rectangular shapes as shown in the drawings or as directed complete.1) Brick Wall |
| 114 | Providing internal cement plaster 12mmthick in single coat in cement mortar 1:4 with out neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.1) Internal Plastering |
| 115 | Providings and faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using water proofing compound at 1 Kilogram percement 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 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.1) External Plastering |
| 116 | Providing and applyingwhite-wash in two coats onold / newplastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface bybrushing and brooming down etc. complete.1) White Wash |
| 117 | Providing and applying colour- wash of approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc. complete 1) Colour Wash |
| 118 | Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.1) Structural Steel |
| 119 | Providing and fixing corrugated galvanised iron sheets of 0.63 mm thick (24 B.W.G.) for roofingwithoutwindtiles including fastening with galvanised iron screws and bolts, lead and 1) GI Sheet |
| 120 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete.(Bd-A-11/263) 1) Filling |
| 121 | Structural Design 2% of RCC cost |
| 122 | Subwork No.10 : Compound wall:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 123 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. 1)PCC M-15 |
| 124 | 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 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 1) Raft In RCC M-300 |
| 125 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Beam |
| 126 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1)RCC M-30 Column |
| 127 | Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements) 1) RCC M-30 Lintel & Coping |
| 128 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1)STEEL |
| 129 | Providing second class Burnt Brick masonry with conventional / I.S. typebricks in cement mortar 1:4 including scaffolding, racking out joints and watering etc. in pillar of rectangular shapes as shown in the drawings or as directed complete 1)BRICKWALL |
| 130 | Providing sand faced plaster externally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same for not less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for foureen days scaffolding etc. complete. 1) Plaster - External |
| 131 | Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. 1) chain link Fencing |
| 132 | Providing and fixing M.S.gate 2.5 M wide for compound with 40mmdiaG.I. pipe, approved grill work, RCC M-150 side pillars of 25cmx40cmx2.5M height, its foundation, finishing, painting, etc. complete. |
| 133 | Providing and fixing Wicket gate 1.0M wide for compound with 40mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25cmx40cmx2.5M height, its foundation, finishing, painting, etc. complete. |
| 134 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction,etc.complete.(Bd-A-11/263) 1) Filling |
| 135 | Structural Design 2% of RCC cost |
| 136 | Subwork No.11 : FILTER MEDIAControl Panel cum Office Room with Toilet Block and Internal Electrical work:- 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 137 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) |
| 138 | Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. 1) PCC M-15 |
| 139 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rateof 5 litresof emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper |
| 140 | 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 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 1) Footing M-20 |
| 141 | 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 nesessary 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.) 1) RCC Beam & Lintel M-20 |
| 142 | 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 nesessary 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.) 1) RCC Column |
| 143 | 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 nesessary 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.) 1) RCC Slab |
| 144 | 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 nesessary 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.) 1) RCC Chajja |
| 145 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) 1) TOR Steel |
| 146 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of innerwalls/ in plinth external walls including bailing out water manually, striking joint sonun exposed faces,raking out joints on exposed faces and watering etc. Complete. |
| 147 | Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete. |
| 148 | Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete |
| 149 | Providing sand faced plaster externally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same for not less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for foureen days scaffolding etc. complete. |
| 150 | Providing and applyingwhite-wash in two coats onold / newplastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface bybrushing and brooming down etc. complete. |
| 151 | Providing and applying colour-wash of approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc.complete. |
| 152 | Providing and laying matt finish ceramic tiles of having size 30cmx30cm confirming to I.S. 15622/2006 (group DII-A) and 7 to 8 mm thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/colour cement slurry cleaning curing etc. complete. |
| 153 | Bamboo wood paneling or paneling and glazing in paneled and glazed shutters for doors of 25 to 40mm thick. Providing & fixing in position Phenol bonded Bamboowood paneling of 10mmthick, in 25 to 40mm thick paneled or paneled and glazed shutters for doors,windows,clere storey windows in approved colous, texture & finishi. The bamboo wood planks shall have minimum density of 1000 Kilogram/cum & minimum Hardness 1000 Kilogramf. The panels shall have profiled in terlocking system locked in place with bamboop ins, all complete as per direction of theEntgineer inchargeand (Area of opening for panel inserts excluding portion inside grooves or rebates) |
| 154 | Providing and fixing steel windowof various sizes as per detailed drawingwit houthot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 155 | Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \"C\" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 Kilogram/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick 95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the |
| 156 | Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. |
| 157 | Providing and fixing H.D.P container one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters |
| 158 | Providing and fixing Orissa type white glazed earthen ware water closet pan of size 260mm x 440mm x 580mm with approved make Slim wall hung cistern with installation kit including S or P trap with cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc.complete. |
| 159 | Providing and fixing white glazed earthenware Wash Hand Basin of 63cm x 45cm sizeincluding Bib cock stop tap brass heavy15mm, brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap upto the outside face of the wall. |
| 160 | Supplying & erecting decorative pre-wired box type fitting/batten suitable for 4 feet, T8 LED tube light (excluding tube light). |
| 161 | Supplying and erecting regular/ standard model ceiling fan of 1400 mm. Sweep complete erected in position as per specification no. FG-FN/CF |
| 162 | Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete. |
| 163 | Providing and fixing on walls / ceiling / floors, 25 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.01 Kilogram /meter with necessary fittings. remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing existing pipeline if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete |
| 164 | Structural Design Charges = 2 % of Cost of RCC work |
| 165 | Subwork No.11 : FILTER MEDIA:- For ZA Tank 1) Sand |
| 166 | Stone Aggregate 10mm |
| 167 | Stone Aggregate 20mm |
| 168 | For SDB Tank 1) Sand |
| 169 | Stone Aggregate 10mm |
| 170 | Stone Aggregate 20mm |
| 171 | Transportation as per STATEMENT VI Including loading, unloading and stacking |
| 172 | Subwork No.12 : Allied Work:- Supplying and erecting LED street light fitting suitable above Each 26W to 30W lamp, including lamp, with PF > 0.95 class IP 65 and above housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete as per specification No FG- ODF/FLS2 |
| 173 | Supplying and erecting steel tubular swaged pole 139.7 x 114.3 x 88.9 mm dia with 4.5x3.65x3.25 mm thickness (4.5+1.75+1.75 m) length respectively and total 8.0 m long with pole cap, base plate in provided foundation. (weight 101 kg) as per specification no. OH-PL/STP |
| 174 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 175 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved welding,anchoring and applying 3 coats of anticorrosive paint, etc. complete asdirected by Engineer-in-charge |
| 176 | Painting letters upto 20 cm height complete brushes, coir brushers, dusting, cleaning, including cost of paint etc. complete |
| 177 | Material Testing such as Cement, Sand, Aggregate, steel, brick, paving block etc. |
| 178 | Topographic Survey of land available at site for construction of FSTP 1) As per Quatation |
| 179 | Carryout Ficals Sample test 1) As per Quatation |
| 180 | Providing detailed geological reports of proposed site by maintaining geotechnical investigation of structure stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters. Rock properties such as type of rock, jointing fractures,etc.complete with suggestion about the site foundation and remedies. |
| 181 | Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance asdirected by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A-9/261) (4 dyas x 4 hr x 7.5 hp pump) |
| 182 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of VSI crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. |
| 183 | Technology Provider Charges, Provide has to be submit process calculation with Hydraulic design and Drawings as per the Availability of land and FSTP capacity 1) As Per Market |
| 184 | Subwork No.13.Garden Estimate:- Site Cleaning and Preparation |
| 185 | Making for Tree Pits |
| 186 | Digging Pits (1 m3 for big trees) |
| 187 | Soil Mising (topsoil + Compost) |
| 188 | Soil Mising (topsoil + Compost) |
| 189 | Planting Labour Charges |
| 190 | Initial Watering Setup (Basic tools, pipe |
| 191 | Maintenance (watering + weeding, 3 months) |
| 192 | Tree Gaurds (Big trees) |
| 193 | Drip Irrigation (basic) |
| 194 | Sub work 14 - Road Construction:- Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate,watering and compacting with Vibratory roller. to the required density. By Mechanical Means-Grading I (Using Screening Type A (13.2) mm Aggregate) 1)WBM |
| 195 | Sub work B - E&M Work:- Manual Screen- size 1 m length x 0.5 m width of SS 304 MOC and Manual hand rake for cleaning screen of SS handle 1 m in length and cleaning area of 6 Nos. 10 mm SS rod of total length 200 mm straight and 50 mm of 90 degree bend.1) As per Quatation |
| 196 | Sewage Pump Sewage Pumps-Supplying Non clog Submersible Pump suitable for sewage/ Liquid waste application with standard MOC and given duty points as below Head upto 10 Mtrs 1) MDSP Pump (1W +1S) |
| 197 | ZA Tank Feed Pump (1W +1S) |
| 198 | Filter Feed Pump (1W +1S) |
| 199 | Treated Water Pump (1W +0S) |
| 200 | Multi Disc Screw Press 0.625 Cu.m/Hr inlet Flow including automatic dosing system with Automatic poly dosing system 1) As per Quatation |
| 201 | Transportation & Erection charges = 15% cost of Multi Disc Screw Press Machinery |
| 202 | Designing,Supplying, Installing, commissioning & testing of Power Analyser interfacing to PLC Panel with modbus communicatuionport, as per IEC 62053 and in the prescribed format including mounting arrangement 1) Power Analyser. |
| 203 | Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. > 7.5 HP & Up to 12.5 HP |
| 204 | Supply, install and commission Electromagnetic Flow Meter (EMF) for size 63 mm 2.50 inch Flowmeter As per Quatation |
| 205 | Designing, Supplying, Installing, commissioning & testing of Ultrasonic level transmitter CE marked with following technical parameters Interfacing with PLC panel including mounting arrangement |
| 206 | 3 core PVC insulated, PVC sheathed copper conductor flat submersible cable Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 1) 3 core 16 sq mm |
| 207 | Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable Supplying and erecting, XLPE/ PVC insulated, armouredcable 1100V grade with ISI mark Four core,solid/stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sqmm, complete erected on wall /on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner.1) 4 Core 6 sq mm |
| 208 | Copper conductor PVC insulated, Un-armoured control cable Supplying and erecting Un-armoured control cablewith ISI mark stranded / solid copper conductor 1.1 kV grade completeerectedonwall /panel or in provided trench in an approved manner.1) 4 core 2.5 sq mm |
| 209 | Supplying, installing, testing and commissioning of 10 kWp ON-GRID Solar PV System / Plant consisting Solar PV Poly Crystalline Panel (335 Wp X 30 Nos.) and Solar ON-GRID Inverter of similar capacity (THD<3%) with interconnecting wires / cables up to solar ON GRID inverter, proper base plate, canopy box to house Inverter and necessary accessories i.e. ACDB/ DCDB , MCB etc. wiring up to solar Inverter in casing and capping, display board, sign board, two distinct earthing, lightning arrester, liaisoning charges, remote monitoring system with maintaining card/chip for 5 years including net charges for RMS System, complete up to net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract |
| 210 | Pressure Sand Filter and Activated Carbon Filter of FRP / MSEP vessel with suitable thickness to withstand a water pressure including MPV or 5 Valve system and PVC / UPVC / MSEP interconnecting and underdrain piping including fittings, with standard filter media layer. Suitable openings to be provided to ease addition and removal the media.1) Dia 14 Inch x 65 Inch minimum height |
| 211 | NaOCl Chlorinator Pump Diaphragm Type / peristaltic type / Solenoid / Max Flow Rate Upto 10LPH Power Source Electric - Phase Single Material PP / PTFE(Teflon) / Voltage 230 Volt / Frequency 50Hz / Mixing Tank of 50 Ltrs capacity- 1 No / Dosing Pump - 2 Nos |
| 212 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent).1) Working Pressure 8 Kg/cm2 63mm |
| 213 | Working Pressure 8 Kg/cm2 75mm |
| 214 | Working Pressure 8 Kg/cm2 90mm |
| 215 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete 1) 80 mm Dia |
| 216 | Providing and supplying ISl mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984) 80mm dia |
| 217 | Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 1) 80mm |
| 218 | Giving satisfactory hydraulic testing of following C.I. D/F Reflex valves, Butterfly valves and Sluice valves.1) 80 mm Dia |
| 219 | Bio Media:- Supplying of Specially designed Filter media including HDPE bags, Lightweight coco husk size (2-16 mm) and Bio media including mixture of Vermicomposting, cocopeat with special worms per designed quantity As per Quatation |
| 220 | Operation & Maintenance Charge for 1 Year Please Enable Macros to View BoQ information |
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| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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