Sr.No.
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Item of work
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Quantity
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Rate
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Unit
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Amount
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In Figure
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In Words
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1
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2
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3
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4
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5
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6
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7
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95
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Providing and fixing 10 cm Rigid PVC Nahani Trap including PVC grating, bend, connecting piece of P.V.C.pipe of required diameter, pipe up to the outside face of the wall, making good the holes and repairs, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)
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For Sub - Registrar Office at Mohadi
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1
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301.00
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Rs. Three hundred one & Ps. Nil only.
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One Number
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301.00
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96
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Providing sills of polished Kaddappa stone 20mm to 25mm thick, on a bed of cement mortar 1:4 including cement float, filling joints with slurry, curing, polishing, rounding edges, cleaning complete.
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For Sub - Registrar Office at Lakhani
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7.173
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555.50
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Rs. Five hundred fifty five & Ps. Fifty only.
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One Number
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3985.00
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Total Rs. :-
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86,83,858.00
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Rs Eighty Six Lakhs Eighty Three Thousands Eight Hundred Fifty Eight Only
CONTRACTOR
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SUB-DIVISIONAL OFFICER
PUBLIC WORKS SUB-DIVISION
BHANDARA
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EXECUTIVE ENGINEER
PUBLIC WORKS DIVISION
BHANDARA
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1) Bhandara T .S. No-02/T/SE/12-13 Rs 35,45,400
2)Bhandara T .S. No-36/T/EE/11-11 Rs 17,55,700/-
3) Mohadi T .S. No-33/T/EE/11-12 Rs 6,58,500/-
4) Tumser T .S. No-32/T/EE/11-12 Rs 6,90,760/-
5)Lakhani T .S. No-44/T/EE/11-12 Rs 6,87,400/-
6) Lakhandur T .S. No-34/T/EE/11-12 Rs 12,07,100/-
7)Pauni T .S. No-35/T/EE/11-12 Rs 6,67,000/-
NAME OF WORK :- RENOVATION AND REPAIRS TO JOIN DISTRICT REGISTAR CLASS-I, SUB-REGISTAR CLASS-II AT BHANDARA & SUB-REGISTAR OFFICES AT MOHADI, TUMSAR, LAKHANDUR, LAKHANI & PAUNI IN BHANDARA DISTRICT.
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## S C H E D U L E - C ##
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Sr. No.
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Item of work
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Sd.Sp.No. / Page No.
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Additional Specification.
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1
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2
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3
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4
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1
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Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed.
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Spec.No.: As directed by Engineer- in-charge.
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2
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Removing cement or lime plaster including disposing of the spoils as directed with all leads, lifts etc. complete.
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Spec.No.: As directed by Engineer- in-charge.
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3
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Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete.
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Spec.No.: As directed by Engineer- in-charge.
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4
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Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. complete.
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Spec.No.: As directed by Engineer- in-charge.
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5
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Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking or spreading as directed, preparing the bed for the foundation and necessary back filling, ramming, watering, including shoring and strutting as necessary complete.
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Spec.No. : Bd.A.1/Page No.259
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Lift Upto 1.50 Mtr.
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Lift above 1.50 Mtr. To 3.00 Mtr.
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6
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Providing soling using 80 mm size granite / quartzite / gneiss / trap metal in 15 cm. layer including hand packing filling voids with sand / grit, ramming, watering etc complete.
( Including Royalty)
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Spec.No.: As directed by Engineer- in-charge.
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7
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Providing and laying in situ, cement concrete in 1:4:8 of trap/ granite/quartzite/gneiss metal for foundation and bedding including bailing out water, plywood/steel formwork, compacting, finishing uneven and honeycombed surface curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.
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Spec. No. : Bd.E. 1/Page No. 287/I.S. 456 (2000)
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Sr. No.
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Item of work
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Sd.Sp.No. / Page No.
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Additional Specification.
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1
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2
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3
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4
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8
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Providing and laying in situ cement concrete of M-20 grade of trap / granite/ quartzite / gneiss metal for R.C.C. work in foundations like raft, grillages, strip foundations and footings of R.C.C.columns and steel stanchions including bailing out water, plywood/steel formwork, compaction, curing and roughening the surface if special finish is to be provided, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface etc. complete. (Excluding reinforcement and structural steel, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.
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Spec.No.: Bd.F.7/Page No.297/I.S. 456 (2000)
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9
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Providing and casting in situ cement concrete of M-20 grade of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed design and drawings or as directed, including steel centering, plywood/steel formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. Including use of plastisizer wherever necessary as directed by Engineer (Excluding reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)
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spec.No.: Bd.F.5/Page No. 300/I.S. 456(2000)
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10
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Providing and casting in situ cement concrete of M-20 grade of trap / granite /quartzite /gneiss metal for R.C.C. beams and lintels as per detailed design and drawings or as directed,including steel centering, plywood/steel formwork steel props, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. Including use of plastisizer wherever necessary as directed by Engineer-In-charge (Excluding reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)
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Spec.No.: Bd.F.6/Page No.300/I.S. 456 (2000)
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Sr. No.
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Item of work
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Sd.Sp.No. / Page No.
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Additional Specification.
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1
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2
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3
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4
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11
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Providing and casting in situ cement concrete of M-20 grade of trap / granite / gneiss / quartzite metal for R.C.C. pardi 75 mm thick including steel centering, plywood /steel formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening them if special finish is to be provided and curing etc.complete.(Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.( Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be allowed)
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Spec.No.: Bd.F.11/Page No.304/I.S. 456 (2000)
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12
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Providing and casting in situ cement concrete of M-20 grade of trap / granite /quartzite /gneiss metal for R.C.C slabs and landings as per detailed design and drawings including steel centering, plywood /steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be and painting to exposed surface and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)
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Spec.No.: Bd.F.8/Page No.302/I.S. 456 (2000)
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13
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Providing and fixing in position reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams and columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required completed.
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Spec.No.: Bd.F.17/Page No.306
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14
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Providing and filling in the foundation and plinth with sand of approved quality including watering, compaction complete. ( Including Royalty)
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Spec. No. : Bd.A. 13/Page No. 264
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15
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Providing 2nd class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing out water, striking joints on unexposed faces, racking out joints on exposed faces and watering complete.
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Spec.No.: Bd.G.1/Page No.313
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Sr. No.
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Item of work
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Sd.Sp.No. / Page No.
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Additional Specification.
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1
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2
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3
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4
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16
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Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in super structure including striking joints, racking out joints wateringand scaffolding complete.
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Spec.No.: Bd.G.5/Page No.315
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17
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Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm. diameter/2 hoop iron strips 25 mm x 1.6 mm placed at every third course, properly bent and bounded at ends scaffolding, racking out joints and watering complete.
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Spec.No.: Bd.G.7/Page No.316
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18
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Providing sand faced plaster for external portion in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15 mm. Thick in C.M. 1:4 using water proofing compound at 1 kg per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking out grains, making grooves and curing for fourteen days scaffolding etc. complete.
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Spec.No.: Bd.L.7/Page NO.369
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19
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Providing internal cement plaster 20mm thick in a single coat in cement mortar 1:5 without neeru finish to concrete, brick surfaces in all positions including scaffolding and curing. Providing groove at joint of B.B.Masonry and concrete members complete
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Spec.No.: Bd.L.4/Page No.368
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20
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Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete or brick surface in all positions including scaffolding and curing. Providing groove at joint of B.B.Masonry and concrete members complete
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Spec.No.: Bd.L.2/Page No.368
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21
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Providing post constructional exhaustive Antitermite treatment to the sides of flooring by injecting one percent of chlorodane emulsion concentrate at the rate of 50 ml per hole of 6mm diameter drilled at a distance of 30 cm centre to centre or more as per requirement and sealing the same with proper filling with two years guarantee bond as per I.S. 6313 (Part III) of 1971.
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Spec.No.: As directed by Engineer- in-charge.
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