Construction of Different 5 buildings at RCSM Medical College at Shenda Park, Kolhapur of these (Construction of Hostel Building For 150 Boys at RCSM Medical Collage at Shenda Park ,Kolhapur)

Amount

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical Means Specification No : Bd.A.1 Specification Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means Specification No : Bd.A.2 Specification Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling, ramming, watering including shoring the strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means Specification No : Bd.A.3 Specification Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. By Mechanical Means (Lift from 1.5 met re to 3.0 metre) Specification No : Bd.A.3 Specification Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. By Mechanical Means (Lift from 3.0 metre to 4.5 metre) Specification No : As per Item No 4a Additional Specifications : As per Item No 4a

Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling, with available earth, murum, ramming, watering including shoring and strutting excetra complete. By Mechanical Means (Lift from 1.5 metre to 3.0 metre) Specification No : Bd.A.4 Specification Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling, with available earth, murum, ramming, watering including shoring and strutting excetra complete. By Mechanical Means (Lift from 3.0 metre to 4.5 metre) Specification No : As per Item No 5a Additional Specifications : As per Item No 5a

Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the bottom surface and sides for excavation at the rate of 5 liters of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item shall be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.

Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the backfill in immidiate contact with foundation at the rate of 5 litres of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of vertical surface area covering ten years guarantee on bond paper. Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.

Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper. Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.

Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 centimetre to 1.5 centimetre diameter about 30 centimetre to 60 centimetre deep at 15 centimetre center to center as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. (For Ground Floor) Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.

Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete. Specification No : Bd.A.10 Specification Page No : 262-263

Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete. Specification No : Bd.A.11 Specification Page No : 263-264

Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete. Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.

Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND). Specification No : Bd.E.1 Specification Page No : 287-288 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. 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, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND). Specification No : Bd.E.4 , ,B-7 Specification Page No : 289-290 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying Cast in situ / Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND). Specification No : Bd.F.3 ,B-7 Specification Page No : 298 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying cast in situ / Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, compaction, roughening if special finish is to be provided and curing excetra completet (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.F.5 ,B-7 Specification Page No : 300 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 16a Additional Specifications : As per Item No 16a

For 2nd Floor Specification No : As per Item No 16a Additional Specifications : As per Item No 16a

For 3rd Floor Specification No : As per Item No 16a Additional Specifications : As per Item No 16a

For 4th Floor Specification No : As per Item No 16a Additional Specifications : As per Item No 16a

For 5th Floor Specification No : As per Item No 16a Additional Specifications : As per Item No 16a

For 6th Floor Specification No : As per Item No 16a Additional Specifications : As per Item No 16a

Providing and laying cast in situ /Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.F.6 , ,B-7 Specification Page No : 300-301 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 17a Additional Specifications : As per Item No 17a

For 2nd Floor Specification No : As per Item No 17a Additional Specifications : As per Item No 17a

For 3rd Floor Specification No : As per Item No 17a Additional Specifications : As per Item No 17a

For 4th Floor Specification No : As per Item No 17a Additional Specifications : As per Item No 17a

For 5th Floor Specification No : As per Item No 17a Additional Specifications : As per Item No 17a

For 6th Floor Specification No : As per Item No 17a Additional Specifications : As per Item No 17a

Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, compacting, finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.F.12 , ,B-7 Specification Page No : 304-305 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 18a Additional Specifications : As per Item No 18a

For 2nd Floor Specification No : As per Item No 18a Additional Specifications : As per Item No 18a

For 3rd Floor Specification No : As per Item No 18a Additional Specifications : As per Item No 18a

For 4th Floor Specification No : As per Item No 18a Additional Specifications : As per Item No 18a

For 5th Floor Specification No : As per Item No 18a Additional Specifications : As per Item No 18a

For 6th Floor Specification No : As per Item No 18a Additional Specifications : As per Item No 18a

Providing and laying cast in situ /Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete waist slab and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood / steel formwork, steel props, compaction, finishing uneven and honeycombed surface with cement mortar 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, excetra complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.F.13 Specification Page No : 305 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 19a Additional Specifications : As per Item No 19a

For 2nd Floor Specification No : As per Item No 19a Additional Specifications : As per Item No 19a

For 3rd Floor Specification No : As per Item No 19a Additional Specifications : As per Item No 19a

For 4th Floor Specification No : As per Item No 19a Additional Specifications : As per Item No 19a

For 5th Floor Specification No : As per Item No 19a Additional Specifications : As per Item No 19a

For 6th Floor Specification No : As per Item No 19a Additional Specifications : As per Item No 19a

Providing and laying cast in situ / Ready Mix cement concrete M-25 of Trap / granite /quartzite/ gneissmetal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 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, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.F.8 , ,B-7 Specification Page No : 302-303 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 20a Additional Specifications : As per Item No 20a

For 2nd Floor Specification No : As per Item No 20a Additional Specifications : As per Item No 20a

For 3rd Floor Specification No : As per Item No 20a Additional Specifications : As per Item No 20a

For 4th Floor Specification No : As per Item No 20a Additional Specifications : As per Item No 20a

For 5th Floor Specification No : As per Item No 20a Additional Specifications : As per Item No 20a

For 6th Floor Specification No : As per Item No 20a Additional Specifications : As per Item No 20a

Providing and laying cast in situ / Ready Mix cement concrete M-25 of trap metal for reinforced cement concrete chajja as per detailed design and drawings including centering, formwork, cover blocks, compacting, finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (using ARTIFICIAL SAND). Specification No : BDF-9 , ,B-7 Specification Page No : 303-304 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 21a Additional Specifications : As per Item No 21a

For 2nd Floor Specification No : As per Item No 21a Additional Specifications : As per Item No 21a

For 3rd Floor Specification No : As per Item No 21a Additional Specifications : As per Item No 21a

For 4th Floor Specification No : As per Item No 21a Additional Specifications : As per Item No 21a

For 5th Floor Specification No : As per Item No 21a Additional Specifications : As per Item No 21a

For 6th Floor Specification No : As per Item No 21a Additional Specifications : As per Item No 21a

Providing and laying cast in situ / Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete canopy as per detailed designs and drawings including centering, formwork, compacting, and roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.F.10 ,B-7 Specification Page No : 304 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying cast in situ / Ready Mix Cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete pardi of required thickness including centering, formwork, cover blocks, compacting, finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.F.11 ,B-7 Specification Page No : 304 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 23a Additional Specifications : As per Item No 23a

For 2nd Floor Specification No : As per Item No 23a Additional Specifications : As per Item No 23a

For 3rd Floor Specification No : As per Item No 23a Additional Specifications : As per Item No 23a

For 4th Floor Specification No : As per Item No 23a Additional Specifications : As per Item No 23a

For 5th Floor Specification No : As per Item No 23a Additional Specifications : As per Item No 23a

For 6th Floor Specification No : As per Item No 23a Additional Specifications : As per Item No 23a

Providing and laying in situ M-20 cement concrete of trap / granite / quartzite / gneiss metal with 15 percent plum of trap stones for foundation and bedding of retaining walls and jetty, excetra including necessary formwork, compacting, curing, bailing out water manually in tidal range, excetra complete. Specification No : Bd.E-5 Specification Page No : 67 , Additional Specifications : For use of artificial / VSI crushed sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. (For Ground Floor) Specification No : Bd.F.17 Specification Page No : 306 Additional Specifications : 1. As per Indian Standard 1786 / 1985 with latest amendments. 2. Various diametre of TMT-FE 500 bars brought on site for the work shall be got tested category wise and lot wise as directed by the Engineer in-charge and minimum 50% of testing should be done in departmental laboratory. 3. Steel to be used must be procured from authorised agent of main producers.

For First Floor Specification No : As per Item No 26a Additional Specifications : As per Item No 26a

For 2nd Floor Specification No : As per Item No 26a Additional Specifications : As per Item No 26a

For 3rd Floor Specification No : As per Item No 26a Additional Specifications : As per Item No 26a

For 4th Floor Specification No : As per Item No 26a Additional Specifications : As per Item No 26a

For 5th Floor Specification No : As per Item No 26a Additional Specifications : As per Item No 26a

For 6th Floor Specification No : As per Item No 26a Additional Specifications : As per Item No 26a

Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in foundation and plinth including bailing out water manually, striking joints, racking out joints, watering and scaffolding, excetra complete. (using ARTIFICIAL SAND). Specification No : Bd.G.3 ,Bd.G.5 Specification Page No : 314 ,315 Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:6. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. The work shall be done as per instructions of Engineer in charge. 10. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing Autoclaved Aerated Concrete Block masonary of approved make conforming to Indian Standard : 2185 (Part 3) - 1984 in extra fine jointing mortar of approved make in superstructure including striking joints, raking out joints and scaffolding, excetra Complete. (For Ground Floor) Additional Specifications : 1. The test shall be carried out conforming to IS:6441 (Part I) - 1972. 2. In addition, bricks shall be tested for size, shape and soundness. 3. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 5. The work shall be done as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 28a Additional Specifications : As per Item No 28a

For 2nd Floor Specification No : As per Item No 28a Additional Specifications : As per Item No 28a

For 3rd Floor Specification No : As per Item No 28a Additional Specifications : As per Item No 28a

For 4th Floor Specification No : As per Item No 28a Additional Specifications : As per Item No 28a

For 5th Floor Specification No : As per Item No 28a Additional Specifications : As per Item No 28a

For 6th Floor Specification No : As per Item No 28a Additional Specifications : As per Item No 28a

Providing and fixing chicken mesh of 22 gauge, with about 30 centimetre width at the junction of reinforced cement concrete members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete / burnt brick masonry and or tying by binding wire, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 29a Additional Specifications : As per Item No 29a

For 2nd Floor Specification No : As per Item No 29a Additional Specifications : As per Item No 29a

For 3rd Floor Specification No : As per Item No 29a Additional Specifications : As per Item No 29a

For 4th Floor Specification No : As per Item No 29a Additional Specifications : As per Item No 29a

For 5th Floor Specification No : As per Item No 29a Additional Specifications : As per Item No 29a

For 6th Floor Specification No : As per Item No 29a Additional Specifications : As per Item No 29a

Providing internal cement plaster 6 milimetre thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing, excetra complete. (For First Floor) Specification No : Bd.L.1 Specification Page No : 367 Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For 2nd Floor Specification No : As per Item No 30a Additional Specifications : As per Item No 30a

For 3rd Floor Specification No : As per Item No 30a Additional Specifications : As per Item No 30a

For 4th Floor Specification No : As per Item No 30a Additional Specifications : As per Item No 30a

For 5th Floor Specification No : As per Item No 30a Additional Specifications : As per Item No 30a

For 6th Floor Specification No : As per Item No 30a Additional Specifications : As per Item No 30a

Providing internal cement plaster 6 milimetre thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using NATURAL SAND). Specification No : As per Item No 30a Additional Specifications : As per Item No 30a

Providing internal cement plaster 12 milimetre thick in a single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using NATURAL SAND). Specification No : Bd.L.2 Specification Page No : 368 Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 31a Additional Specifications : As per Item No 31a

For 2nd Floor Specification No : As per Item No 31a Additional Specifications : As per Item No 31a

For 3rd Floor Specification No : As per Item No 31a Additional Specifications : As per Item No 31a

For 4th Floor Specification No : As per Item No 31a Additional Specifications : As per Item No 31a

For 5th Floor Specification No : As per Item No 31a Additional Specifications : As per Item No 31a

For 6th Floor Specification No : As per Item No 31a Additional Specifications : As per Item No 31a

Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:4 without neeru finish to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using NATURAL SAND). Specification No : Bd.L.4 Specification Page No : 368 Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 32a Additional Specifications : As per Item No 32a

For 2nd Floor Specification No : As per Item No 32a Additional Specifications : As per Item No 32a

For 3rd Floor Specification No : As per Item No 32a Additional Specifications : As per Item No 32a

For 4th Floor Specification No : As per Item No 32a Additional Specifications : As per Item No 32a

For 5th Floor Specification No : As per Item No 32a Additional Specifications : As per Item No 32a

For 6th Floor Specification No : As per Item No 32a Additional Specifications : As per Item No 32a

Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at one killogramme per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding, excetra complete. (For Ground Floor) (using NATURAL SAND). Specification No : Bd.L.7 Specification Page No : 369 Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 33a Additional Specifications : As per Item No 33a

For 2nd Floor Specification No : As per Item No 33a Additional Specifications : As per Item No 33a

For 3rd Floor Specification No : As per Item No 33a Additional Specifications : As per Item No 33a

For 4th Floor Specification No : As per Item No 33a Additional Specifications : As per Item No 33a

For 5th Floor Specification No : As per Item No 33a Additional Specifications : As per Item No 33a

For 6th Floor Specification No : As per Item No 33a Additional Specifications : As per Item No 33a

Providing and applying impression 24 carrat Luxury paint of approved make and approved brand Emulsion paint to interior walls and ceilings of approved quality, colour and shade to new surface in two coats, including sub surface prparation by Acrylic putty and Acrylic primer coats including scaffolding, preparing the surface, excetra complete (Low VOC). (For Ground Floor) Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

For First Floor Specification No : As per Item No 34a Additional Specifications : As per Item No 34a

For 2nd Floor Specification No : As per Item No 34a Additional Specifications : As per Item No 34a

For 3rd Floor Specification No : As per Item No 34a Additional Specifications : As per Item No 34a

For 4th Floor Specification No : As per Item No 34a Additional Specifications : As per Item No 34a

For 5th Floor Specification No : As per Item No 34a Additional Specifications : As per Item No 34a

For 6th Floor Specification No : As per Item No 34a Additional Specifications : As per Item No 34a

Providing and applying two coats of exterior weather shield paint of approved manufacturer and of approved colour to the plastered surfaces including cleaning, preparing the plaster surfaces, applying primer coat, scaffolding, if necessary and watering the surface for two days, excetra complete. (For Ground Floor) Additional Specifications : 1. The shade of paints shall be got approved by the Engineer in-charge before use. 2. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use.

For First Floor Specification No : As per Item No 35a Additional Specifications : As per Item No 35a

For 2nd Floor Specification No : As per Item No 35a Additional Specifications : As per Item No 35a

For 3rd Floor Specification No : As per Item No 35a Additional Specifications : As per Item No 35a

For 4th Floor Specification No : As per Item No 35a Additional Specifications : As per Item No 35a

For 5th Floor Specification No : As per Item No 35a Additional Specifications : As per Item No 35a

For 6th Floor Specification No : As per Item No 35a Additional Specifications : As per Item No 35a

Providing and applying malamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scrapping, applying french polishing, scaffolding, if required, excetra complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and laying in position flooring of telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of approved shade and size 18 milimetre to 20 milimetre thick on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.M.3 B Specification Page No : 380 Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 37a Additional Specifications : As per Item No 37a

For 2nd Floor Specification No : As per Item No 37a Additional Specifications : As per Item No 37a

For 3rd Floor Specification No : As per Item No 37a Additional Specifications : As per Item No 37a

For 4th Floor Specification No : As per Item No 37a Additional Specifications : As per Item No 37a

For 5th Floor Specification No : As per Item No 37a Additional Specifications : As per Item No 37a

For 6th Floor Specification No : As per Item No 37a Additional Specifications : As per Item No 37a

Providing and fixing machine cut machine polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on a bed of 1:4 cement mortar including float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.M.22 B Specification Page No : 390 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of step should be chafered or rounded as directed. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 38a Additional Specifications : As per Item No 38a

For 2nd Floor Specification No : As per Item No 38a Additional Specifications : As per Item No 38a

For 3rd Floor Specification No : As per Item No 38a Additional Specifications : As per Item No 38a

For 4th Floor Specification No : As per Item No 38a Additional Specifications : As per Item No 38a

For 5th Floor Specification No : As per Item No 38a Additional Specifications : As per Item No 38a

For 6th Floor Specification No : As per Item No 38a Additional Specifications : As per Item No 38a

Providing leather finished polishing to granite stone slab by continuous grinding in four coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing, excetra complete. (For First Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For 2nd Floor Specification No : As per Item No 39a Additional Specifications : As per Item No 39a

For 3rd Floor Specification No : As per Item No 39a Additional Specifications : As per Item No 39a

For 4th Floor Specification No : As per Item No 39a Additional Specifications : As per Item No 39a

For 5th Floor Specification No : As per Item No 39a Additional Specifications : As per Item No 39a

For 6th Floor Specification No : As per Item No 39a Additional Specifications : As per Item No 39a

Providing and laying vitrified matt finish tiles of having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.M.12 Specification Page No : 385 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 40a Additional Specifications : As per Item No 40a

For 2nd Floor Specification No : As per Item No 40a Additional Specifications : As per Item No 40a

For 3rd Floor Specification No : As per Item No 40a Additional Specifications : As per Item No 40a

For 4th Floor Specification No : As per Item No 40a Additional Specifications : As per Item No 40a

For 5th Floor Specification No : As per Item No 40a Additional Specifications : As per Item No 40a

For 6th Floor Specification No : As per Item No 40a Additional Specifications : As per Item No 40a

Providing and laying vitrified matt finish tiles having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.M.12 Specification Page No : 385 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 41a Additional Specifications : As per Item No 41a

For 2nd Floor Specification No : As per Item No 41a Additional Specifications : As per Item No 41a

For 3rd Floor Specification No : As per Item No 41a Additional Specifications : As per Item No 41a

For 4th Floor Specification No : As per Item No 41a Additional Specifications : As per Item No 41a

For 5th Floor Specification No : As per Item No 41a Additional Specifications : As per Item No 41a

For 6th Floor Specification No : As per Item No 41a Additional Specifications : As per Item No 41a

Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For First Floor) (using ARTIFICIAL SAND). Specification No : Bd.M.12 Specification Page No : 385 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For 2nd Floor Specification No : As per Item No 42a Additional Specifications : As per Item No 42a

For 3rd Floor Specification No : As per Item No 42a Additional Specifications : As per Item No 42a

For 4th Floor Specification No : As per Item No 42a Additional Specifications : As per Item No 42a

For 5th Floor Specification No : As per Item No 42a Additional Specifications : As per Item No 42a

For 6th Floor Specification No : As per Item No 42a Additional Specifications : As per Item No 42a

Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For First Floor) Specification No : Bd.M.12 Specification Page No : 385 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For 2nd Floor Specification No : As per Item No 43a Additional Specifications : As per Item No 43a

For 3rd Floor Specification No : As per Item No 43a Additional Specifications : As per Item No 43a

For 4th Floor Specification No : As per Item No 43a Additional Specifications : As per Item No 43a

For 5th Floor Specification No : As per Item No 43a Additional Specifications : As per Item No 43a

For 6th Floor Specification No : As per Item No 43a Additional Specifications : As per Item No 43a

Providing and laying telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of 18 milimetre to 20 milimetre thick for door frame / dado / window boxing, excetra on cement mortar 1:6 including filling joints with polymer base filler, nosing the sharp edges wherever necessary, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 44a Additional Specifications : As per Item No 44a

For 2nd Floor Specification No : As per Item No 44a Additional Specifications : As per Item No 44a

For 3rd Floor Specification No : As per Item No 44a Additional Specifications : As per Item No 44a

For 4th Floor Specification No : As per Item No 44a Additional Specifications : As per Item No 44a

For 5th Floor Specification No : As per Item No 44a Additional Specifications : As per Item No 44a

For 6th Floor Specification No : As per Item No 44a Additional Specifications : As per Item No 44a

Providing and fixing machine cut mirror polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone partition with rounding / moulding the edegs, excetra complete. - Both side polish (For First Floor) (using ARTIFICIAL SAND). Specification No : Bd.M.35B Specification Page No : 393 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of partition should be rounded as directed. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing heavy duty inter locking concrete gray paving blocks of 80 milimetre thickness of having a strength of 300 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning, excetra complete. Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer.

Providing and fixing frame with / without ventilator of size as specified with country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300 milimetre X 40 milimetre X 5 milimetre with oil painting, excetra complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 47a Additional Specifications : As per Item No 47a

For 2nd Floor Specification No : As per Item No 47a Additional Specifications : As per Item No 47a

For 3rd Floor Specification No : As per Item No 47a Additional Specifications : As per Item No 47a

For 4th Floor Specification No : As per Item No 47a Additional Specifications : As per Item No 47a

For 5th Floor Specification No : As per Item No 47a Additional Specifications : As per Item No 47a

For 6th Floor Specification No : As per Item No 47a Additional Specifications : As per Item No 47a

Providing and fixing solid core flush door shutter in single leaf 32 milimetre thick decorative type of exterior grade as per detailed drawings, approved face veneers 3 milimetre thick on both faces or as directed, all necessary beeds, moulding and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides and finishing with french polish, excetra complete. (For Ground Floor) Specification No : Bd.T.34 Specification Page No : 499 Additional Specifications : Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge.

For First Floor Specification No : As per Item No 48a Additional Specifications : As per Item No 48a

For 2nd Floor Specification No : As per Item No 48a Additional Specifications : As per Item No 48a

For 3rd Floor Specification No : As per Item No 48a Additional Specifications : As per Item No 48a

For 4th Floor Specification No : As per Item No 48a Additional Specifications : As per Item No 48a

For 5th Floor Specification No : As per Item No 48a Additional Specifications : As per Item No 48a

For 6th Floor Specification No : As per Item No 48a Additional Specifications : As per Item No 48a

Providing and fixing Country teak wood four leaf paneled shutters, 35 milimetre thick style and rail and 25 milimetre thick panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting three coats complete (For First Floor) Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.

Providing and fixing fibreglass reinforced polyster door shutter 35 milimetre thick as per Indian Standard : 14856 (2000) (reaffirmed-2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, excetra complete. (For First Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For 2nd Floor Specification No : As per Item No 50a Additional Specifications : As per Item No 50a

For 3rd Floor Specification No : As per Item No 50a Additional Specifications : As per Item No 50a

For 4th Floor Specification No : As per Item No 50a Additional Specifications : As per Item No 50a

For 5th Floor Specification No : As per Item No 50a Additional Specifications : As per Item No 50a

For 6th Floor Specification No : As per Item No 50a Additional Specifications : As per Item No 50a

Providing and fixing factory made single leaf 2 hour fire rated door as per Indian Standard : 3614 Part 2 and British Standard 476 Part 20 and 22, tested to UL 10 C and conforming to NFPA 80, tested at NTL / CBRI / Automobile Research Association of India of plain steel finish type with a) Frame of size 143 milimetre X 58 milimetre and thickness of 1.6 milimetre thick skin pass galvanized iron sheet (conforming to Indian Standard : 277) formed to single or double rebate profile. b) Shutter of 46 milimetre thickness and constructed from 1.2 milimetre thick skin pass galvanized iron sheet (conforming to Indian Standard : 277) infill Rockwool / Mineral wool / Honey comb craft paper. c) Vision glass of 5 milimetre thick clear / wired glass circular or rectangular. d) Finish : Primed with zinc phosphate stoving primer and finished with polyurethane aliphatic grade or epoxy paint as required of thickness 60 micron. e) Accessories : Minimum 8 anchor fastener of HILTI make, minimum 3 stainless steel ball bearing butt hinges, Mortise sash lock with lever handle, Mortise dead bolt, Mortise latch, door closer and flush bolts complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 51a Additional Specifications : As per Item No 51a

For 2nd Floor Specification No : As per Item No 51a Additional Specifications : As per Item No 51a

For 3rd Floor Specification No : As per Item No 51a Additional Specifications : As per Item No 51a

For 4th Floor Specification No : As per Item No 51a Additional Specifications : As per Item No 51a

For 5th Floor Specification No : As per Item No 51a Additional Specifications : As per Item No 51a

For 6th Floor Specification No : As per Item No 51a Additional Specifications : As per Item No 51a

Providing and fixing solid core flush door shutter in double leaf 32 milimetre thick decorative type of exterior grade as per detailed drawings approved face veneers 3 milimetre thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides and finishing with French Polish, excetra complete (For Ground Floor) Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.

For First Floor Specification No : As per Item No 52a Additional Specifications : As per Item No 52a

Providing and fixing mild steel grill door 24 kilogram per square metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and three coats of oil painting, excetra complete. (For 6th Floor) Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The grill design shall be got approved from the Engineer in-charge before use.

Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 milimetre X 9 milimetre X 3 milimetre minimum size, crossings of mild steel flats of size 18 milimetre X 5 milimetre T or E section for runner of minimum 40 milimetre X 6 milimetre size for flange, mild steel flat for top runner of minimum size 40 milimetre X 12 milimetre with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 milimetre, maximum spacing of vertical channels be 100 milimetre enclosed gate position and clear space of 150 milimetre between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting, excetra complete. (Indian Standard : 10521-1983). (For Ground Floor) Specification No : Bd.T.57 Specification Page No : 511

Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of three tracks with rectangular pipe having overall dimentsions 95 milimetre X 38 milimetre X 0.90 milimetre at weight 0.637 kilogram per running metre and window frame bottom track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 1.070 kilogram per running metre. Top and side track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.933 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts excetra complete. - With colour anodising without box. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 55a Additional Specifications : As per Item No 55a

For 2nd Floor Specification No : As per Item No 55a Additional Specifications : As per Item No 55a

For 3rd Floor Specification No : As per Item No 55a Additional Specifications : As per Item No 55a

For 4th Floor Specification No : As per Item No 55a Additional Specifications : As per Item No 55a

For 5th Floor Specification No : As per Item No 55a Additional Specifications : As per Item No 55a

For 6th Floor Specification No : As per Item No 55a Additional Specifications : As per Item No 55a

Providing and fixing in position aluminium fixed window fully glazed of any size as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections including necessary fixtures and fastening such as 5 milimetre thick clear float glass, excetra complete. - Colour anodized. (For First Floor) Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. Weight of aluminium section must be 6.90 kilogram per square metre.

For 2nd Floor Specification No : As per Item No 56a Additional Specifications : As per Item No 56a

For 3rd Floor Specification No : As per Item No 56a Additional Specifications : As per Item No 56a

For 4th Floor Specification No : As per Item No 56a Additional Specifications : As per Item No 56a

For 5th Floor Specification No : As per Item No 56a Additional Specifications : As per Item No 56a

For 6th Floor Specification No : As per Item No 56a Additional Specifications : As per Item No 56a

Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 milimetre X 38 milimetre X 1.22 milimetre box type, 5 milimetre thick sheet glass louvers of approved quality, excetra complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 57a Additional Specifications : As per Item No 57a

For 2nd Floor Specification No : As per Item No 57a Additional Specifications : As per Item No 57a

For 3rd Floor Specification No : As per Item No 57a Additional Specifications : As per Item No 57a

For 4th Floor Specification No : As per Item No 57a Additional Specifications : As per Item No 57a

For 5th Floor Specification No : As per Item No 57a Additional Specifications : As per Item No 57a

For 6th Floor Specification No : As per Item No 57a Additional Specifications : As per Item No 57a

Providing and fixing mild steel grill work for windows, ventilator, excetra 20 kilogram per square metre as per drawings including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor) Specification No : Bd.U.1 Specification Page No : 537 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The grill design shall be got approved from the Engineer in-charge before use.

For First Floor Specification No : As per Item No 58a Additional Specifications : As per Item No 58a

For 2nd Floor Specification No : As per Item No 58a Additional Specifications : As per Item No 58a

For 3rd Floor Specification No : As per Item No 58a Additional Specifications : As per Item No 58a

For 4th Floor Specification No : As per Item No 58a Additional Specifications : As per Item No 58a

For 5th Floor Specification No : As per Item No 58a Additional Specifications : As per Item No 58a

For 6th Floor Specification No : As per Item No 58a Additional Specifications : As per Item No 58a

Providing and Fixing matt finish stainless steel of 302 grade railing with top pipe of 50 milimetre diameter and vertical pipe of 38 milimetre diameter at 0.60 metre center to center or as required and horizontal pipes of 25 milimetre diameter in three rows, all pipes of 2 milimetre thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 milimetre diameter above newel post of 75 milimetre diameter excetra complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For First Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For 2nd Floor Specification No : As per Item No 59a Additional Specifications : As per Item No 59a

For 3rd Floor Specification No : As per Item No 59a Additional Specifications : As per Item No 59a

For 4th Floor Specification No : As per Item No 59a Additional Specifications : As per Item No 59a

For 5th Floor Specification No : As per Item No 59a Additional Specifications : As per Item No 59a

For 6th Floor Specification No : As per Item No 59a Additional Specifications : As per Item No 59a

Providing and Fixing matt finish stainless steel of 302 grade railing with top pipe of 50 milimetre diameter and vertical pipe of 38 milimetre diameter at 0.60 metre center to center or as required and horizontal pipes of 25 milimetre diameter in three rows, all pipes of 2 milimetre thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 milimetre diameter above newel post of 75 milimetre diameter excetra complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For Ground Floor) Specification No : As per Item No 59a Additional Specifications : As per Item No 59a

Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25 milimetre to 450 milimetre section as per Indian Standard : 4923 YST 310 grade produced from iron ore and blast furnace route, excetra as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and painting complete. (For First Floor) Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

For 2nd Floor Specification No : As per Item No 60a Additional Specifications : As per Item No 60a

For 3rd Floor Specification No : As per Item No 60a Additional Specifications : As per Item No 60a

For 4th Floor Specification No : As per Item No 60a Additional Specifications : As per Item No 60a

For 5th Floor Specification No : As per Item No 60a Additional Specifications : As per Item No 60a

For 6th Floor Specification No : As per Item No 60a Additional Specifications : As per Item No 60a

Providing and fixing mild steel grill railing 20 kilogram per square metre with Ghana teak wood hand rail of size 75 milimetre X 60 milimetre and sill of 75 milimetre X 25 milimetre and newel posts for staircases, including fabricating, fixtures, erecting, painting the grill work painting with one coat of anticorrosive paint and two coats of oil painting with approved colour and polishing the sill, hand rail and the newel post with french polish. (For Ground Floor) Specification No : Bd.U.2 Specification Page No : 537 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The grill design shall be got approved from the Engineer in-charge before use.

For First Floor Specification No : As per Item No 61a Additional Specifications : As per Item No 61a

For 2nd Floor Specification No : As per Item No 61a Additional Specifications : As per Item No 61a

For 3rd Floor Specification No : As per Item No 61a Additional Specifications : As per Item No 61a

For 4th Floor Specification No : As per Item No 61a Additional Specifications : As per Item No 61a

For 5th Floor Specification No : As per Item No 61a Additional Specifications : As per Item No 61a

For 6th Floor Specification No : As per Item No 61a Additional Specifications : As per Item No 61a

Providing and fixing 40 milimetre diameter and 1.5 milimetre thick stainless steel hand railing in stainless steel 304 grade including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For First Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates excetra as per detailed desings and drawings or as directed including cuting, fabricating, hoisting, erecting, fixing in position, making rivetted / bolted / welded connection and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For 6th Floor) Specification No : Bd.C.8 Specification Page No : 278

Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates excetra as per detailed desings and drawings or as directed including cuting, fabricating, hoisting, erecting, fixing in position, making rivetted / bolted / welded connection and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor) Specification No : As per Item No 63a Additional Specifications : As per Item No 63a

Providing and fixing 45 centimetre wide mild steel ladder of 40 milimetre X 6 milimetre mild steel flat stringers and steps of 18 milimetre diameter mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60 centimetre X 30 centimetre X 30 centimetre and painting the ladder with anticorossive paint complete. (For Ground Floor) Specification No : Bd.V.19 Specification Page No : 559 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor.

Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforcement jali 80 milimetre thick with 3 milimetre diameter mild steel bar reinforcement, of approved design on both side, fixing in cement mortar 1:3 and curing complete. (For First Floor) Specification No : Bd.F.19 Specification Page No : 307

For 2nd Floor Specification No : As per Item No 65a Additional Specifications : As per Item No 65a

For 3rd Floor Specification No : As per Item No 65a Additional Specifications : As per Item No 65a

For 4th Floor Specification No : As per Item No 65a Additional Specifications : As per Item No 65a

For 5th Floor Specification No : As per Item No 65a Additional Specifications : As per Item No 65a

For 6th Floor Specification No : As per Item No 65a Additional Specifications : As per Item No 65a

Providing and Fixing Processed Stone Cladding on wall surface/ plywood surface. reinforced cement concrete pardi/ Wall and all type of Interior, Exterior Compound wall and Gate excetra of cladding processed stone with material of Processed clay, Wooden chips, Silica sand, Cement, glass fibre reinforced concrete admixtures, Colour pigments, Fiber up to thick of 230 milimetre / 25 milimetre including scaffolding,fixing of screw, excetra (As directed by Engineer in Charge) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in cement mortar 1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with cement mortar 1:3 admixed with approved water proofing compound and finally top finishing with average 20 milimetre thick layers of same mortar added with jute fiber at one kilogram per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300 milimetre X 300 milimetre, making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test, excetra complete. (For 6th Floor) (using ARTIFICIAL SAND). Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. The amount of 10 percent of the total cost of the item shall be retained as retaintion money for the entire gaurantee period of 10 years. 3. The procedure of execution of this item should be got approved from the Engineer in-charge. 4. The contractor has to sign the gaurantee bond on stamp paper worth Rs. 100.00 5. The work shall be carried out as per the wording of the item and as per the guideline specification for waterproofing work. 6. Smooth finish over brick bat coba and for chamfer in cement mortar 1:3 should be done with proper line. 7. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in cement mortar 1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with cement mortar 1:3 admixed with approved water proofing compound and finally top finishing with average 20 milimetre thick layers of same mortar added with jute fiber at one kilogram per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300 milimetre X 300 milimetre, making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Specification No : As per Item No 67a Additional Specifications : As per Item No 67a

Providing waterproofing in water closet and bath including brick bat coba in all position including providing and laying 12 milimetre bedding in cement mortar 1:3 on vergin concrete slab with waterproofing compound at the rate of 1 kilogram per bag of cement laying brick bat coba of required thickness in cement mortar 1:5 with waterproofing compound 1 kilogram per bag of cement grouting and finishing the top layer with 20 milimetre thick brick bedding in centimetre mortor 1:3 with waterproofing compound 1 kilogram per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing, excetra complete. (For First Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For 2nd Floor Specification No : As per Item No 68a Additional Specifications : As per Item No 68a

For 3rd Floor Specification No : As per Item No 68a Additional Specifications : As per Item No 68a

For 4th Floor Specification No : As per Item No 68a Additional Specifications : As per Item No 68a

For 5th Floor Specification No : As per Item No 68a Additional Specifications : As per Item No 68a

For 6th Floor Specification No : As per Item No 68a Additional Specifications : As per Item No 68a

Providing and fixing white european type wall-hung, of size 360 milimetre X 360 milimetre X 575 milimetre with flush valve having flow rate up to 6.0 litre per minute of Jaquar/ Cera/ Hindware/ Perryware or equivalent make including poly vinyl chloride soil pipe, vent pipe upto outside face of wall, 100 milimetre diameter poly vinyl chloride soil plug bend inlet pipe all fittings, cutting and making good walls, floors extra as directed by Engineer in charge.( Make shall conform to manufacturer's Green product and shall got approved from the Engineer In Charge.) (For Ground Floor) Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and fixing Oval Type Under Counter Wash Hand Basin of 420 milimetre X 590 milimetre X 195 milimetre size with pillar cock, C.P. Angular stop cock, long thread of approved make continental including stainless steel bottle trap of necessary pipe connection up to the outside face of the wall, having Telephonic Black / Colour Granite of 180 milimetre thick fixed on Black Kadappa Framework, excetra Complete as directed by Engineer in charge. (For Ground Floor) Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and fixing chromium plated sink cock with raised J shaped swinging casted spout of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing white glazed urinal of series with Pressmatic auto closing valve having flow rate up to 4.0 litre per minute of Jaquar/ Cera/ Hindware/ Perryware or equivalent make with polyvinyl chloride waste pipe with fitting arrangement, excetra complete as directed by Engineer in charge.( Make shall conform to manufacturer's Green product and shall got approved from the Engineer In Charge.) (For Ground Floor) Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and fixing 15 milimetre diameter poly vinyl chloride Aqua kraft type of approved make super jet spray with flange 2 in 1 faucet 1.50 metre long including all accessories, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing 450 milimetre X 550 milimetre size superior type belgium mirror with 16 milimetre diameter nickel plated towel rod, excetra complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing chromium plated towel rod 16 milimetre diameter and 75 centimetre in length including all accessories complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Provoding and fixing high density polyethylen container one piece moulded water tank made out of high density polyethylen and built corrugated inclusive of delivery upto destination housing, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes - Capacity between 1000 litres to 20000 litres. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing 15 centimetre rigid poly vinyl chloride nahani trap including poly vinyl chloride grating, bend, connecting piece of unplasticized poly vinyl chloride pipe upto the outside face of the wall, making good damaged surface and testing, excetra complete.( Prior approval of sample and brand by Ex. Engr.is necessary before use) (For Ground Floor) Specification No : Bd.V.32 Specification Page No : 567 Additional Specifications : Prior approval of sample and brand by Executive Engineer is necessary before use.

Providing and fixing 100 milimetre diameter chromium plated brass shower rose to 15 milimetre diameter supply pipe including necessary bend and sockets complete. (For Ground Floor) Specification No : Bd.V.12 Specification Page No : 556

Providing and fixing chromium plated wall mixer with provision for overhead shower with 115 milimetre long bend pipe and wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing 15 milimetre diameter screw down bib / stop tap of brass including necessary socket union nut complete. (For Ground Floor) Specification No : Bd.V.8 Specification Page No : 554

Providing and fixing chromium plated two way bib cock of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing chromium plated pillar cock long neck with aerator of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing screw down for 20 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor) Specification No : Bd.V.9 Specification Page No : 555

Providing and fixing chromium plated angular stop cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing 15 centimetre X 10 centimetre salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. Specification No : Bd.V.38 Specification Page No : 572

Providing and constructing brick masonry inspection chamber 60 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and farme fixed in cement concrete Cover medium duty 140 kilogram with frame excetra complete. (using ARTIFICIAL SAND). Specification No : Bd.V.43 Specification Page No : 574 Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.

Providing and constructing brick masonry inspection chamber 90 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and with frame fixed in cement concrete with reinforced cement concrete cover medium duty 140 kilogram with frame etc complete. (using ARTIFICIAL SAND). Specification No : Bd.V.43 Specification Page No : 574 Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.

Providing and fixing hume pipe septic tank 900 milimetre diameter with vent pipe and cap including excavation and laying. Specification No : Bd.V.45 Specification Page No : 575

Providing soak pit of size 120 centimetre X 120 centimetre X 120 centimetre including excavating and filling with brick bats. Specification No : Bd.V.46 Specification Page No : 576

Providing and laying concrete pipes of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collers, excavation, laying, fixing with collers in cement mortar 1:1 and refilling the trench excetra complete. Specification No : Bd.V.41 Specification Page No : 573

Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 450 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND). Specification No : CD.7 Specification Page No : 162

Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 900 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND). Specification No : CD.7 Specification Page No : 162

Providing and fixing on walls / celling / floor, 15 milimetre diameter chlorinated polyvinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and fixing on walls / celling / floor, 20 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and fixing on walls / celling / floor, 25 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and fixing on walls / celling / floor, 32 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and fixing on walls / celling / floor, 40 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and fixing on walls / celling / floor, 50 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete. (For Ground Floor) Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and fixing 75 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps excetra complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing in position unplasticized poly vinyl chloride ultra violet stabilized 110 milimetre outer diameter cowl dome confirming to Indian Standard : 4985 including making joints with solvent cement, excetra complete (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing poly vinyl chloride rain water pipes of 160 milimetre outer diameter and having wall thickness of 2.2 milimetre to 2.7 milimetre confirming to Indian Standard : 13592-1992 including proper rain water receiving recess with poly vinyl chloride plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 milimetre to 40 milimetre from face of wall affixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on cement concrete or masonry blocks, including necessary scaffolding and maintenance for 3 years for any leakages or dislocations of pipes. All the poly vinyl chloride fittings and additional 2 piece socket clips shall be got approved from engineer in charge excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing on walls / celling / floors 100 milimetre diameter heavy grade having embossed as Indian Standards Institution mark galvanised iron pipes weight of 14.74 kilogram per metre with necessary fittings, remaking good the demolished portion with primer of anti-corrosive oil paint two coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. Galavanised iron pipe shall be of the type and the diametre specified in the wording of the item and shall comply with I.S. 1239-1973. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and galavnised iron fittings shall be of standard type to match the pipe.

Providing and laying in trenches 15 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and laying in trenches 20 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and laying in trenches 25 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and laying in trenches 32 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and laying in trenches 40 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and laying in trenches 50 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. Specification No : Bd.V.5 Specification Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Boring / drilling bore well of 300 milimetre diameter for casing / strainer pipe, by suitable method prescribed in Indian Standard : 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire and running charges of all equipments, tools, plants and machinery required for the job, all complete as per direction of Engineer in charge, upto 90 metre depth below ground level. Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized polyvinyl chloride medium well-casing pipe of 150 milimetre diameter, conforming to Indian Standard : 12818, including required hire and labour charges, fittings and accessories, excetra all complete, for all depths, as per the direction of Engineer in charge. Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Clearing and grubbing road land including uprooting rank vegitation, grass, bushes, shrubs, sapling and trees of girth upto 300 milimetre, removal of stumps of tree cut earlier and disposal of unserviceable material and stacking serviceable material to be used for auctioned, upto 1000 metres including removal and disposal of top organic soil not exceeding 150 milimetre in thickness. Specification No : MoRTH 201

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils. Specification No : MORTH-301 ,309 Specification Page No : 45-53 ,85-89 Additional Specifications : 1. The useful excavated material shall be utilised as directed by the Engineer in-charge. 2. The rate of contract shall be for one cubic metre instead of one running metre as mentioned in the specification.

Excavation for catch / side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Specification No : MORTH-301 ,309 Specification Page No : 45-53 ,85-89 Additional Specifications : 1. The useful excavated material shall be utilised as directed by the Engineer in-charge. 2. The rate of contract shall be for one cubic metre instead of one running metre as mentioned in the specification.

Providing and fixing during laying in reinforced cement concrete slab rectangular 2 milimetre thick mild steel sheet fan hook box of size 180 milimetre X 100 milimetre with required depth with holes or notches as required, bottom and top sides of 1.6 milimetre mild steel sheet fixed with 3.5 milimetre diameter round headed screws together with 12 milimetre diameter mild steel bar bent to shape with hooked ends for fan hook and painting to exposed surface. complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing 90 centimetre X 60 centimetre granite name plate engraving 10 centimetre height letter, figures including painting the letters / figures with approved colour and shade complete. Specification No : Bd.W.7 Specification Page No : 586-587

Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fiber glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 square metre per kilogram with two coats Using approved chemicals for masonry and concrete surface by brush, covering seven years gaurantee on stamp paper, excetra complete. (For 6th Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and applying a base coat comprising of one kilogram Polydee-MC and one kilogram fresh cement after wetting the surface followed by drying the surface for two days, applying primer coat of TP-40 and after drying, applying Polydee-11 two component (mixing ratio 2 A: 1 B) antibactorial food grade coating inside drinking water tank in two coats with time interval of minimum 8 hours covering seven years gaurantee on court fee stamp paper of Rs. 100/- excetra complete. (For 6th Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing 50 milimetre diameter and 1.5 milimetre thick stainless steel hand railing in stainless steel 304 grade including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing Ductile iron Man Hole Covers / Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer. Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing fine cement finish 1.5 milimetre thick over green plaster surface including scaffolding, curing, excetra complete. (For 6th Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing fine cement finish 1.5 milimetre thick over green plaster surface including scaffolding, curing, excetra complete. (For Ground Floor) Specification No : As per Item No 124a Additional Specifications : As per Item No 124a

Supply and Installation of DPI Flux translucent roof with standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded ultra violet protected multicell panels incorporated into a complete system. Co-extruded ultra violet protected polycarbonate panel system of minimum 16 milimetre thick of 1200 milimetre (minimum) width with angular daylighting concept. Panels shall have minimum seven layers in a truss bridge design for higher flexibility and strength. Panels with opaque and translucent clear combination as per required lux level and design requirements with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall have an additional infra red blocking features for enhance thermal comfort. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on mild steel structure (will be paid separately) with three numbers self-drilling screws and trapezoid stainless steel fasteners holding the base of the standing seam offering best stability having a pull-out load of Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Provinding and fixing aluminium grill diamond mesh type DG-202 of 7.5 milimetre thick including fixing in position anodised aluminium frame section of 80 milimetre X 38 milimetre X 1.22 milimetre size box, cutting to the required size with all wastage, labour, lead, lift, excetra complete. (For 6th Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing patti / band 75 milimetre wide on plastered surface 12 milimetre to 15 milimetre thick in cement mortar 1:3 in line and level including neet finishing, scaffolding, curing, excetra complete. (For Ground Floor) (using NATURAL SAND). Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Specification No : As per Item No 127a Additional Specifications : As per Item No 127a

For 2nd Floor Specification No : As per Item No 127a Additional Specifications : As per Item No 127a

For 3rd Floor Specification No : As per Item No 127a Additional Specifications : As per Item No 127a

For 4th Floor Specification No : As per Item No 127a Additional Specifications : As per Item No 127a

For 5th Floor Specification No : As per Item No 127a Additional Specifications : As per Item No 127a

For 6th Floor Specification No : As per Item No 127a Additional Specifications : As per Item No 127a

Providing and applying top coat exterior paint to terrace of approved make, shade and quality and one coat of primer before applying textured paint including scaffolding if necessary preparing surface by throughly cleaning of oil, grease, dirt and other material and fine aggregate (natural sand/crushed sand VSI grade finely washed, excetra) preparing as required, excetra complete. (For 6th Floor) Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Labour charges for providing groove in external plaster having width and spaced at as directed by Engineer in-charge, excetra complete. (For First Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For 2nd Floor Specification No : As per Item No 129a Additional Specifications : As per Item No 129a

For 3rd Floor Specification No : As per Item No 129a Additional Specifications : As per Item No 129a

For 4th Floor Specification No : As per Item No 129a Additional Specifications : As per Item No 129a

For 5th Floor Specification No : As per Item No 129a Additional Specifications : As per Item No 129a

For 6th Floor Specification No : As per Item No 129a Additional Specifications : As per Item No 129a

Providing and fixing country cut teak wood beading of size 40 milimetre X 20 milimetre to the door frame including chamfering, finishing with three coats of oil painting, excetra complete. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 130a Additional Specifications : As per Item No 130a

For 2nd Floor Specification No : As per Item No 130a Additional Specifications : As per Item No 130a

For 3rd Floor Specification No : As per Item No 130a Additional Specifications : As per Item No 130a

For 4th Floor Specification No : As per Item No 130a Additional Specifications : As per Item No 130a

For 5th Floor Specification No : As per Item No 130a Additional Specifications : As per Item No 130a

For 6th Floor Specification No : As per Item No 130a Additional Specifications : As per Item No 130a

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 milimetre with lock plate of 3.15 milimetre thickness reinforced with 35 milimetre X 35 milimetre X 5 milimetre angle section fitted with sliding bolts and handles for both sides, deep mild steel channel section of depth and thickness not less than 65 milimetre and 3.15 milimetre respectively with hold fast arrangements, mild steel bracket plate 300 milimetre X 300 milimetre X 3.15 milimetre minimum size and shape with square bar, suspension shaft of minimum 32 milimetre diametre, hood cover of mild steel sheet not less than 0.9 milimetre thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer, excetra complete. (Indian Standard : 6248-1979) - with mechanical gear (For Ground Floor) Specification No : Bd-T 55 Specification Page No : 510 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing & fixing fully glazed structural glazing with aluminium sections Anodised/powder coated 2.5"x 1.5" extrusion section for structural glazing weight about 2.0 to 2.2 kg per 12Ft with 6mm clear transperant glass/one way reflective glass of saint gobain or Asal make is sticked on section with sticking glass on section with help of 6mm spacer tape of Laim make or Norton and silion sealent 995, 795 and 789 corning will be used. The aluminium section will be secured to masonry finish with mild steel or aluminium bracket which will be powder coated with anchor fastner in rome finish and other necessery hardware accessories in SS pated will provided for openable window including scaffolding charges. ( with all lead and lift) Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.

Providing and laying polished handcut Kotah stone flooring 25 milimetre to 30 milimetre thick and 45 centimetre to 55 centimetre wide in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For First Floor) (using ARTIFICIAL SAND). Specification No : Bd.M.3 Specification Page No : 380 Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing stainless steel sink 600 milimetre X 510 milimetre X 200 milimetre of approved make including coupling, outlet pipe, elbo and other necessary fitting, finishing excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing black Kadappa stone as shelves 25 milimetre thick machine polished, extending the polish upto 20 centimetre width on lower side, rounding corners, laying in position, jointing with cement mortar bedding in cement mortar 1:4 proportion, curing, excetra complete. (For Ground Floor) Specification No : Bd.M.29 Specification Page No : 391 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of shelves should be chafered or rounded as directed.

Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 milimetre X 450 milimetre size as per detailed drawing including vertical both side polished kadappah stone 25 milimetre to 30 milimetre thick supports with kadappah top 35 milimetre to 40 milimetre thick and polished granite 16 to 20 milimetre top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 centimetre height and top granite of 75 centimetre X 40 centimetre including cutting, opening for sink of required size in kadappah as well as granite excetra complete.(Platform top size 5.00 metre X 0.60 metre and height is 0.75 metre) (For First Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 milimetre diameter mild steel tube, placed 1.5 metre center to centre, horizontal and vertical tubes joint with cup and lock system with mild steel Tubes, mild steel tube challis, mild steel clamps and staircase system in the scaffolding for working platform, excetra and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building, etc wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen, excetra complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.

Providing and fixing 20 milimetre to 25 milimetre thick rough shahabad box type waterproofing treatment to vertical outside faces of reinforced cement concrete walls of basement or underground floor including filling the gap of 25 milimetre between rough shahabad and reinforced cement concrete walls with cement grout mixed with water proofing liquid Algeeproof or alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width of 30 milimetre to 35 milimetre and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with cement concrete 1:2:4 mixed with water proofing liquid, curing, with seven years gaurantee on court fee stamp paper of Rs. 100/- with ponding test, excetra complete. (excluding cement concrete 1:3:6 base concrete). Specification No : Bd.J.2 Specification Page No : 355 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing 20 milimetre to 25 milimetre thick rough shahabad box type waterproofing for basement or underground floor on a base of cement concrete 1:3:6, including sub-base of 2.50 centimetre thick cement mortar 1:3 with conceal, setcrete (RMW), Algeeproof or other alike water proofing liquids, raking of joints upto 35 milimetre depth, filling the joints with 6 milimetre size crushed metal, hand grouting with cement slurry, curing and cleaning, with seven years gaurantee on court fee stamp paper of Rs. 100/- with ponding test excetra complete. (excluding cement concrete 1:3:6 base concrete). Specification No : Bd.J.2 Specification Page No : 355 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing expansion joints in reinforced cement concrete framed structure (exterior column) with plain premoulded filler 25 milimetre thick with 75 milimetre wide and 1 milimetre thick stainless steel plate and finishing, excetra complete. (For Ground Floor) Specification No : Bd.K.1 B Specification Page No : 359

Providing expansion joints in reinforced cement concrete framed structure (interior column) with plain premoulded filler confirming to Indian Standard 1838 : 1961, 25 milimetre thick with 75 milimetre wide and one milimetre thick stainless steel plate finishing, excetra complete as directed. (For Ground Floor) Specification No : Bd.K.1 A Specification Page No : 359

Providing expansion joints in reinforced cement concrete framed structure (at floor level) with plain premoulded filler 25 milimetre thick with 75 milimetre wide and one milimetre thick stainless steel plate and finishing, excetra complete. (For Ground Floor) Specification No : Bd.K.1 C Specification Page No : 359

Providing expansion joints in reinforced cement concrete framed structure (at terrace level) with plain premoulded filler 25 milimetre thick with 40 milimetre wide and 1 milimetre thick stainless steel plate as required bitumen poured filler and finishing excetra complete as directed. (For 4th Floor) Specification No : Bd.K.1 D Specification Page No : 359

Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailling out water, striking joints on unexposed faces and watering, excetra complete. (using ARTIFICIAL SAND). Specification No : Bd.H.1 Specification Page No : 329 Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and constructing recharge pit of 2.0 metre deep and 1.0 metre diameter of pre-cast reinforced cement concrete rings with 6.5 Inch diameter X 25 metre deep borewell at the floor of recharge pit including installation of combination of solid / perforated polyvinyl chloride casing pipe wrapped around with netlon mesh including 300 milimetre thick sidefilling around outside of reinforced cement concrete rings (annular space) with 40 milimetre size boulders including filling of recharge pit up to 0.5 metre depth with 25-75 milimetre clean washed gravels from bottom up followed by 0.5 metre depth of 10-25 milimetre of clean washed stones followed by 0.5 metre of washed river fine aggregate (natural sand / crushed sand VSI grade finely washed excetra) including netlon mesh between each gravel / fine aggregate (natural sand / crushed sand VSI grade finely washed, excetra) media layer including covering with reinforced cement concrete slab, manhole frame and cover, polyvinyl chloride rungs, polyvinyl chloride end-caps, fittings, excetra including arrangement for inlet and outlet pipe excavation and backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For First Floor) (using ARTIFICIAL SAND). Specification No : Bd.G.3 ,Bd.G.5 Specification Page No : 314 ,315 Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:6. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. The work shall be done as per instructions of Engineer in charge. 10. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For 2nd Floor Specification No : As per Item No 146a Additional Specifications : As per Item No 146a

For 3rd Floor Specification No : As per Item No 146a Additional Specifications : As per Item No 146a

For 4th Floor Specification No : As per Item No 146a Additional Specifications : As per Item No 146a

For 5th Floor Specification No : As per Item No 146a Additional Specifications : As per Item No 146a

For 6th Floor Specification No : As per Item No 146a Additional Specifications : As per Item No 146a

Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Specification No : As per Item No 146a Additional Specifications : As per Item No 146a

Providing and applying texture plaster with finishing with texture material approved make in 3 milimetre to 4 milimetre thickness on previously finished plastered surface including plaster groove 6 milimetre thickness or tape grooves 35 milimetre to 45 milimetre thickness or as required, in all positions including preparing and finishing the surface, scaffolding, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 147a Additional Specifications : As per Item No 147a

For 2nd Floor Specification No : As per Item No 147a Additional Specifications : As per Item No 147a

For 3rd Floor Specification No : As per Item No 147a Additional Specifications : As per Item No 147a

For 4th Floor Specification No : As per Item No 147a Additional Specifications : As per Item No 147a

For 5th Floor Specification No : As per Item No 147a Additional Specifications : As per Item No 147a

For 6th Floor Specification No : As per Item No 147a Additional Specifications : As per Item No 147a

Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed, excetra complete. (Lift 3.00 metre to 4.50 metre) Specification No : BR.3 Specification Page No : 102-103 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for steps including steel centering, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. 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, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled concrete Batch mix plant (Pan mixer) excetra complete. With With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.E.2 ,B-7 Specification Page No : 288 ,38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing in position (as per Indian Standard 1868/1982) aluminium sliding window of two tracks with rectangular pipe having overall dimentsions 63.50 milimetre X 38.10 milimetre X 1.02 milimetre at weight 0.547 kilogram per running metre and window frame bottom track section 61.85 milimetre X 31.75 milimetre X 1.20 milimetre at weight 0.695 kilogram per running metre. Top and side track section 61.85 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.659 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass with all required screws and nuts excetra complete. - With colour anodising without box. (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and applying required coats of a water based Evercrete Deep penetrating Sealer (DPS) on cement concrete surface like roads, beams, and coloumns plastered walls, basement, roofs, potable water tank excetra to react with cement and to penetrate concrete structure thereby making it resistant to chemicals / chlorides water and to make it dust proof and to act as a water resistant at the same time which strengthens the treated surface and reduce the curing period, excetra complete. Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Supplying and erecting anodized aluminium corridor / passage light LED fitting (4 feet) Max. 22W with high transitivity diffuser with system lumens output of Min.2200 lumens , min. efficacy of 100 lumen/W, CRI>80, CCT upto 6000K, Beam Angle of 110 deg., Ripple<5%, THD<10%, p.f. >0.95, operating range of 200-270V, surge protection of 2 kV, Life class of 50,000 Hrs. at L70B50, including driver, with end caps on provided PVC Block / wooden board with 3 years warranty.

Supplying & erecting inverter LED batten 20W tube light fitting with polycarbonate housing, heat sink, integrated HF electronic driver, Min. 2600 mAh Lithium ion Battery with charging time of 8-10 Hours and backup time of Min. 3 hrs. with minimum 25% of initial Watts having luminous efficacy of 100 lumen/watt, CRI>80, CCT of 6500K and THD<=20% having useful life of minimum 25000 hrs. with overheating protection with 2 years warranty.

Supplying and erecting Energy Saving BLDC Ceiling fan 230 V A.C. 50 cycles 1200 mm, max. energy consumption of 28W having service ratio (CMM/W) of Min. 8 , PF>0.9, THD<10% with IR remote control/compatible speed regulator, Temperature Rise of Max. 40 deg. C, having external mounted control PCB completely erected in position as per specification no. FG-FN/CF

Supplying and erecting anodized aluminium corridor / passage / mirror light LED fitting (2 feet) Max. 12W with high transitivity diffuser with min. system lumens output of 1200 lumens, min. efficacy of 100 lumen/W, CRI>80, CCT upto 6000K, Beam Angle of 110 deg., Ripple<5%, THD<10%, p.f. >0.95, operating range of 200-270V, surge protection of 2 kV, Life class of 50,000 Hrs. at L70B50, including driver with end caps on provided PVC Block / wooden board with 3 years warranty.

Supplying and erecting bulk head LED fitting max. 10W with high transitivity diffuser with system lumens output of min. 1100 lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., THD<10%, p.f. >0.95, operating range of 140-260V, in built surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, IP66, IK09 rated on provided PVC Block / wooden board with 3 years warranty.

Supplying & erecting 5W-7W, 230V integral type LED Lamp suitable for B-22 / E-27 base.

Supplying and erecting integrated LED flood light fitting Max. 50W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 5000 Lumens, min. efficacy of 100 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty as per specification No FG-ODF/FLS2.

Supplying, erecting, testing and commissioning self contained water cooler 230/250V 50Hz nominal cooling capacity of 40 litres per hour and storage capacity 80 litres with partially stainless steel body As per specification no. APWCR/ WC

Supplying, erecting, testing and commissioning self contained water cooler 230/250V 50Hz nominal cooling capacity of 150 litres per hour and storage capacity 150 litres with partially stainless steel body as per specification no. AP-WCR/WC

Supplying and erecting ultra violet storage type water purifier (RO+UV+UF) with softener for safe drinking water consisting of UV germicidal tube of 8W capacity choke made of copper wire and two indicator lamps with output of purified water minimum 0.33 litre/min with activated carbon filter and softener operating on 230V, single phase A.C. supply with UV fail & filter change indication system .(for TDS more than 200)

Supplying and erecting ding dong / electronic musical type call bell with heavy duty coil suitable to operate on 230V A.C. supply erected on polished double wooden block/sunmica block of suitable size.

Supplying and erecting mains with 2x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW

Supplying and erecting mains with 1x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW Note no 2

Point wiring for light/bell/exhaust fan in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FRLSH grade copper wire, modular type switch, earthing and required accessories as per specification No: WG-PW/SW

Point wiring for ceiling fan in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FRLSH grade copper wire, modular type switch, earthing and required accessories as per specification No: WG-PW/SW

Wiring for plug on board with Switch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification No: WG-PW/CW

Supplying and erecting PVC trunking (PVC casing-n-capping) of size 25 mm with accessories on wall/ceiling as per specification No: WG-MA/CON.

Providing recess in brick wall suitable for erection of exhaust fan up to 450mm. sweep complete with grouting of nut, bolts, plastering and colour washing to match the colour of the wall for the wall thickness of 225 mm.

Supplying and erecting fresh air cum exhaust fan of light duty 250 V A.C. 50 cycles 225mm. 1400 RPM rust proof body & blades, wire mesh, duly erected, complete.

Supplying and erecting fan clamp of 30 x 5 mm. M.S. flat of required length and 10 mm. M.S. bolt and nuts erected with necessary hook of 10 mm. M.S. round bar and painted.

Supplying and erecting ‘B’ class G.I .pipe / M.S. pipe down rod duly painted for fan complete erected with PVC three core flexible cable 1 sq. mm copper PVC wire.

Supplying and erecting modular type 3 pin 6A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.

Supplying and erecting modular type 3 pin 6 / 16A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.

Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete.

Supplying and erecting modular type switch 16A duly erected on provided plate and box with wiring connections complete.

Supplying and erecting modular type T.V. socket single outlet, duly erected on provided plate and box with wiring connections complete.

Supplying and erecting modular type telephone socket one gang with safety shutter, duly erected on provided plate and box with wiring connections complete.

Supplying and erecting PVC Surface modular switch box with double mounting plate for 12 module duly erected.

Supplying and erecting PVC Surface modular switch box with double mounting plate for 6 module duly erected.

Supplying and erecting modular type (two module) electronic step regulator for fan, duly erected on provided plate and box with wiring connections complete.

Supplying, erecting & marking SPMCB 6A to 32A, B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying, erecting & marking SPMCB 6A to 32A, C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying, erecting & marking TPMCB 6A to 32A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying, erecting & marking FPMCB 6A to 32A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying & erecting triple pole and neutral distribution board (TPNDB), SPMCB of 4 ways/phase (12 poles), with door, 1.2mm thickness, surface/flush mounted, IP 43 protection on iron/GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB

Supplying & erecting triple pole and neutral distribution board (TPNDB), SP/TP MCBs total 4 ways /12 Poles, with door, 1.2mm thickness surface/flush mounted, IP 43 Protection on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB

Providing & erecting 4 Pole MCCB, 415 V, 100A, rated short-circuit breaking capacity 25 kA (Ics=100% of Icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/UV/trip alarm contact. MCCB with phase barriers on both sides, insulation withstand capacity 800V, no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB NOTE

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 25 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 150 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying & laying (including excavation) reinforced cement concrete pipe of IS 458:2003 NP-2 class of 150 mm internal diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 12 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB. (Excluding MCCBs)

Providing & erecting 3 Pole MCCB 415V, 250A, rated short-circuit breaking capacity 36 kA (Ics=100% of Icu) adjustable thermal (overload) setting and adjustable magnetic setting with provided leads, provision for installation of shunt/UV/trip alarm contact and MCCB should have phase barriers both sides, with insulation withstand capacity 800V, no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB

Providing & erecting incoming and outgoing cable alleys suitable for MCCB panel board with door, 250A incoming and 12 way outgoing or 400A incoming and 6/8 way outgoing made from CRCA sheet 1.6 mm thick duly powder coated and having vertical insulated partition for shielding between the shared face of cableway and DB.

Supplying and erecting iron work, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority.

Providing & erecting hot dipped galvanised cover suitable for perforated type Cable tray manufactured from 18 SWG (1.2 mm thick) GI sheet of 150 mm width & 20 mm height complete with necessary hardware.

Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP

Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.

Supplying & erecting 2 pair telephone copper cable 0.5 mm dia. with high density polyethylene insulation, polyester taped, Nylon Rip Cord & grey colour sheathed with FR PVC, conforming to ITD specification S/WS 113C laid in provided PVC casing capping/conduit as per specification No. WG-TW

Supplying & erecting co-axial copper cable low voltage grade tri-shielded RG-11 as per specification No. WG-TW

Supplying and laying (including excavation of suitable width & depth up to 90 cm) 90 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.

Supplying and erecting triple pole mini feeder pillar with 500V, 300A FPMCCB as incomer and 3 outgoing circuits with HRC fuse base and cartridge of 100A with aluminium bus bar erected in 14 SWG CRCA sheet box with supporting angles, self locks, gasket having IP54,IK10 protection and slanting top to be erected on provided foundation as per specification no. SW-SWR/MFP

Supplying, erecting & terminating FR XLPE insulated, alvanised steel formed wire armoured (strip) cable 1100 V, 4 core 10 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying, erecting & terminating FR XLPE insulated, alvanised steel formed wire armoured (strip) cable 1100 V, 3½core 240 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying and laying (including excavation of suitable width & depth up to 90 cm) 120 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.

Water pump Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying and laying (including excavation of suitable width & depth up to 90 cm) 50 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.

Supplying, erecting & marking FPMCB 40A to 63A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying & erecting CRCA sheet metal one way enclosures of 1.2mm thickness suitable for DP MCB /TP MCB/FP MCB/RCCB/RCBO complete erected on angle iron/GI frame.

Supplying and erecting mains with 1x4 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW

Supplying and erecting minimum Three & above star rated submersible pump set suitable for erection on open well of 3.75 KW/5 HP with 415 V 50 c/s. A.C. supply, having delivery head from 43 to 11m and discharge from 120 to 840 litres. per minute & pipe of Suction 65mm / Delivery 50 mm diameter erected with necessary H type clamps as per specification No. WP-OSP

Supplying & erecting four pole ON LOAD change over switch, 415V, 40A, open execution having staggered termination, phase barrier, shroud termination and terminal cover along with auxiliary contacts and ready to upgrade with fuse protection kit, rotary handle,operational current category AC23A complying to IS/IEC 60947-3 Part-1/3.

Supplying & erecting flat flexible 3 core 4 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.

Supplying & erecting Water level controller 230/415 V, A.C. , Four way under ground & Over head tank operation only.

Supplying & erecting PVC coated 5 mm dia. Brass sensor/ electrode duly wired with nuts & bolts complete (Set of 3 Nos)

Supplying & erecting automatic control panel for 3 Phase , 415 volt, A.C, Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc .

Supplying & erecting Float sensor switch for water level controller working on 250V & rated current 8A, with 2 mtr. wire & High quality of wire & plastic body.

Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners, supports, nut bolts etc. complete with compliance to IS 720:2010

Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP (2 for water pump +1 for panel)

Supplying and erecting ISI mark GI pipe 50 mm dia.‘B’ class at position with accessories complete as per specification no. CW-PLB/GP.

Supplying and erecting non return valve 50 mm dia in position made of gun metal complete.

Supplying and erecting 50 mm dia. gun metal sluice valve at position with necessary materials complete.

Street light Providing & erecting 6 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 130 mm A/F, top 70 mm A/F on provided foundation as per specification no. OH-PL/OPL

Providing and erecting galvanised 1000mm single arm sword type bracket with FRP dome and ball as per specification no. OH-PL/PBKT

Supplying and erecting PVC insulated PVC round sheathed 2.5 sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV

Supplying, erecting & marking SPMCB 0.5A to 5A, C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying and erecting integrated LED street light fitting 40 to 50W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 4400 Lumens, min. efficacy of 110 lumen/W, CRI>70, CCT upto 6500K,THD<10%, p.f. >0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including driver complete with 3 Years warranty as per specification No FG-ODF/FLS2.

Supplying, erecting & marking FPMCB 6A to 32A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying & erecting CRCA sheet metal one way enclosures of 1.2mm thickness suitable for DP MCB /TP MCB/FP MCB/RCCB/RCBO complete erected on angle iron/GI frame.

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying and laying (including excavation of suitable width & depth up to 90 cm) 50 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.

Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP

Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 6m to 8m high octagonal /conical GI pole).

Supplying & erecting G.I. pipe ‘A’ class 50 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE

Supplying and erecting iron work, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority. calculation attached

Making cement concrete foundation in 1:3:6 cement concrete, (20 to 25) mm. stone metal duly plastered with necessary curing for complete. (pole muffing or any other purpose).foundation size for structure 0.3 x0.3x.15x 4nos=.054 for 1 system for 7 nos 500LPM x 0.054=0.39 + for for tank and heat pump tank requre approx 15.2 total=15.59=16cum

Supplying, installing, testing and commissioning of ETC solar water heating system without heat exchanger type of 500 LPD capacity with SS water tank of 0.5 mm thickness conforming to IS1239 Part-I :2004 complete as per specification no. ESD-SHWS-ETC

Supplying and erecting 20/25 mm (ID/OD) Chlorinated polyvinyl chloride pipe (CPVC), thickness 2.6 mm conforming to IS 15778 (CTS Series) with necessary CPVC fittings and solvent cement for Solar Water Heater System as per specification No. ESD-HWP/CPVC

Supplying and erecting 32/40 mm (ID/OD) Chlorinated polyvinyl chloride pipe (CPVC), thickness 3.8 mm conforming to IS 15778 (CTS Series) with necessary CPVC fittings and solvent cement for Solar Water Heater System as per specification No. ESD-HWP/CPVC

Supplying and erecting elastomeric nitrile rubber / foam tube type sleeves for coating and insulating on provided PC / copper pipes having 9 mm thickness and inner diameter / sizes 22 mm for solar water heater/AC system.

Supplying and erecting elastomeric nitrile rubber / foam tube type sleeves for coating and insulating on provided PC / copper pipes having 9 mm thickness and inner diameter / sizes 42 mm for solar water heater/AC system.

Supplying and erecting ISI mark GI pipe 40 mm. dia. ‘B’ class at position with accessories complete as per specification no. CW-PLB/GP.

Supplying and erecting non return valve 40 mm dia in position made of gun metal complete.

Supplying and erecting 40 mm. dia. gun metal sluice valve at position with necessary materials complete.

Supplying, installing, testing and commissioning of Monoblock Heat pump, having dimension: 995 x 785 x 1700 (mm), Input power: 2.22 kW, 400 V, 3 Ph, 50 Hz, Output power: 8 kW having hot water temperature range 35°C to 75°C and ambient temperature range for max. efficiency 7°C to 43°C, with glass lining hot water tank of 455 ltr. and min. 220 Kg at rated pressure 10 bar with two emergency heating elements operated on three operational mode: Efficiency mode, Hybrid turbo mode and Standard mode with Adaptive Energy System (AES), LED display with necessary accessories complete with 5 years ON-SITE warranty.

Supplying & erecting Pressure Booster Pump, single phase, 50C/s, A.C. supply of 0.75 KW/ 1 H.P., With discharge of 480 to 13 LPM for 10 to 50 Mtr Head & 25 mm suction/ 25 mm delivery pipe, for Domestic Pressure boosting applications.

Supplying & erecting automatic control panel for 3 Phase , 415 volt, A.C, Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc .

Supplying, installation and testing and commissioning of storage type Mild Steel mixing water tank of capacity 3000 ltrs. tested to a pressure of 8 kg/cm2, insulated with 50 mm thick rock wool with wire mesh around and cladded with 26 SWG aluminium of dish end type with working pressure of 6 kg/cm2, fabricated with 6 mm thick MS plate and dished ends with 8 mm thick plates complete with man hole cover, inner side of the tank coated with FRP coating of 3 mm thickness withstand temperature of 90°C provided with collars of 2" BSP for provision to install 6 numbers of electrical heating coils if required with thermal sensors for automatic operation and integrated into the electrical circuits of the circulation pumps and the heat pump with safety valve drain, inlet and outlet nozzle, pressure gauge with all necessary accessories complete.

Providing and fixing high-density polyethylene (HDPE) container one piece moulded triple layer water tank made out of high density polyethylene 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 up to 20000 litres.

Supplying and erecting chromium plated heavy duty brass stop cock for inlet pipe of water heater (15mm. dia).

SITC of Electric Traction Passenger Lift with · Rated capacity :- 14 Passenger/952Kg · Floors :- G+1 floor (2 Stops/2 Landings) · Travel :- 3 to 4.2 mtrs · Location of Lift Machine:- MR · Rated speed :- 1.0mps VS · Car/Landing door clear opening of 900 mm wide x 2000mm high Clear Car size of ......mm wide x ......mm deep x 2250mm high Lift shaft available having clear size of 2250.mm wide x 2250 mm deep, ..mm Pit depth, ………mm Overhead. · Doors type :- COPO/TOPO Doors with frame made from SS 304 grade solid(non-cladded) sheet of 1.5mm thick in hairline finish for car and all landing doors with SS door architraves/frames The lift doors shall have minimum 1 hour fire rating (with submission of necessary valid test certificate issued by NABL accredited or Independent test laboratory) . · Lift car enclosure made from SS 304 grade solid (non-cladded) sheet of 1.5mm, thick with hairline finish with frame made from MS girders, bracing of adequate size with minimum safety factor of 5, with Toe Guard Apron, with necessary false ceiling with adequate LED lights, blower/fan for ventilation & SS chequered plate flooring, handrails, mirror, emergency light etc. The lift car interior design shall be done as per the directions of engineer in charge. · COP with SS face plate having metallic push buttons with Braille code & luminous indicator around button with FPI, scrolling UP/DN LED indicator & with / without attendant key switch, OWD with audio-visual alarm, VAS in Marathi, Hindi & English with intercom system with telephone instrument in Lift car, LMR & FCC/ground floor. · LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille code & luminous indicator around button with CPI, Lift car arrival & next travel direction audio-visual indication at all landings. · Lift controller based on microprocessor/ PLC with VVVF Drive having closed loop control system, with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent, overvoltage, over speed, overheat for all devices including lift motor and travel direction protection, protection for phase loss at input or output etc. various operation modes such as maintenance, change direction by attendant, full load bypass, VIP call operation, self levelling operation, call cancel facility, auto return to home landing, fireman evacuation operation, earthquake operation, door open/close operation from COP etc. The system can record information for minimum 30 latest faults, with real-time clock management and handheld keypad with LCD screen for view and setting of parameters, The control panel duly wired with proper size & strength, copper wire for power & control circuit, with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. · General: - Job includes entire procedure of obtaining all necessary erection permissions & "License to Work the Lift" from Electrical Inspector(Lifts) with submission to the Engineer In Charge. · The above rate includes Fully Comprehensive AMC for one year from the date of commissioning .For Lift having 800mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid (non-cladded) landing door [Two panel], this includes all necessary accessories like LOP's with UP/DN buttons-arrows-indicators, extension of guide rails, shaft wiring with trunking, traveling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of lift installation complete.

Supplying and erecting mains with 2x1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW

Supplying and erecting mains with 2x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW

Supplying and erecting mains with 1x1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW

Supplying and erecting mains with 1x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW

Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete. (MR 1+each floor 6)

Supplying and erecting modular type switch 16A duly erected on provided plate and box with wiring connections complete.(MR 1+each floor 6)

Supplying and erecting modular type 3 pin 6A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.(MR 1+each floor 6)

Supplying and erecting modular type 3 pin 6 / 16A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.(MR 1+each floor 6)

Supplying and erecting PVC Surface modular switch box with double mounting plate for 6 module duly erected.(MR 1+each floor 6)

Supplying and erecting modular type (two module) electronic step regulator for fan, duly erected on provided plate and box with wiring connections complete.

Wiring for plug on board with Switch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification No: WG-PW/CW

Point wiring for ceiling fan in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FRLSH grade copper wire, modular type switch, earthing and required accessories as per specification No: WG-PW/SW

Supplying and erecting bulk head LED fitting max. 10W with high transitivity diffuser with system lumens output of min. 1100 lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., THD<10%, p.f. >0.95, operating range of 140-260V, in built surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, IP66, IK09 rated on provided PVC Block / wooden board with 3 years warranty.(MR 1+each floor 6)

Supplying and erecting CRCA powder coated corridor/passage light LED fitting (4 feet) Max. 17W with high transitivity diffuser with system lumens output of Min. 2000 lumens , min. efficacy of 120 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., Ripple<5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver, with end caps on provided PVC Block / wooden board with 3 years warranty.

Providing recess in brick wall suitable for erection of exhaust fan up to 450mm. sweep complete with grouting of nut, bolts, plastering and colour washing to match the colour of the wall for the wall thickness of 225 mm.

Supplying & erecting 22 SWG G.I sheet metal cawl sector shaped with 25 x 25 x 3 (mm) angle iron frame, metal mesh to avoid birds entry with necessary material, suitable for exhaust fan of 300 mm as per specification no FG-FAS/MSC

Supplying and erecting exhaust fan medium duty 230 V A.C. 50 cycles 225 mm. 1400 RPM with condenser complete erected in position with necessary materials. Fan motor with moisture proof treatment and ‘E’ class insulation.

Supplying and erecting Energy Saving BLDC Ceiling fan 230 V A.C. 50 cycles 1200 mm, max. energy consumption of 28W having service ratio (CMM/W) of Min. 8 , PF>0.9, THD<10% with IR remote control/compatible speed regulator, Temperature Rise of Max. 40 deg. C, having external mounted control PCB completely erected in position as per specification no. FG-FN/CF

Supplying, erecting & marking SPMCB 6A to 32A, C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying, erecting & marking SPMCB 6A to 32A, B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB

Supplying, erecting & commissioning 2 pole RCCB 16/25A, electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB

Supplying and erecting single pole and neutral distribution board (SPNDB), with 2 ways for incoming and 6 ways (6 poles) for outgoing SP MCBs, with door, 1.2mm thickness surface / flush mounted, IP 43 Protection on iron / GI frame as per specification no. SW-SWR/MCBDB

Supplying, erecting & commissioning 4 pole RCCB 63A, electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB

Supplying & erecting CRCA sheet metal one way enclosures of 1.2mm thickness suitable for DP MCB /TP MCB/FP MCB/RCCB/RCBO complete erected on angle iron/GI frame.

Supplying and erecting iron work, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority.

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 4 sq mm copper conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/CU

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 10 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU

Supplying & erecting G.I. pipe ‘A’ class 40 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE

Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP

Supplying and erecting GI wire of high purity of required sizes used for earthing or any other purposes on wall with necessary G. I. Clamps fixed on wall/cable/ conduit with screws complete.

Supplying and fixing 9U wall mount rack (Dimension-DxWxH – 500x600x500 mm) as per specification No. WG-NAS/RAK (11 for LAN and 2 for CCTV)

Supplying, installing and testing UTP connector (RJ-45) as per specification No. WG-NAS/UTPC.(64 for CCTV+ Router 22)

Supplying and installing cat-6 cable suitable for networking as per specification no. WG-COC/NC( for CCTV 1100+ for wifi LAN 350

Supplying, fixing, and configuring 24 ports with 4 (SFP+) port, ethernet managed switch with web view/CLI, 6KV surge protection on ethernet port and console port for management in provided rack as per specification no. WG-NWC/GBS

Supplying and erecting PVC trunking (PVC casing-n-capping) of size 32 mm with accessories on wall/ceiling as per specification No: WG-MA/CON.(580 for CCTV+ 290 for wi-fi)

Supplying and erecting 25 mm dia. corrugated flexible polypropylene conduit

Supplying and erecting HMS PVC conduit FRLS grade 32 mm dia. with PVC accessories on wall / ceiling as per specification No: WG-MA/CON.(30 m for CCTV +30 m for wi-fi)

Supplying and erecting PVC trunking (PVC casing-n-capping) of size 40 mm with accessories on wall/ceiling as per specification No: WG-MA/CON.

Supplying, erecting, testing and commissioning of single phase input & 1 phase output 1 kVA capacity online pure sine wave UPS, with backup time of .three..hrs. PWM & IGBT based, with 0.8 to unity output pf complete with all protections as per specification no. AP-UPS

Supplying and erecting 12V/100Ah tubular battery with battery terminal wire, duly charged with 36 months warranty complete.

42'' LED TELEVISION (TV : 100.33 Cms (42"),Display type: LED,power:AC 100 V-240 V ¬ 50/60 Hz,St.By Consumption:< 0.5 W,Power consumption:75 W,Maximum Audio Output power (RMS), 10 WX 2,Speaker specifications: 8 Ohm / 10 W,Antenna (RF): 75 OhmTV system PAL (B/G,D/K,I),Video input format: PAL/SECAM/NTSC,ypbpr input formats: 720p,1080,1080p,HDMI input formats:720p,1080i,1080p,VGA (PC) input formats:Up to 1920x1080,computer INPUT Frequency: 60 Hz,WIFI,ETHERNET Connectivity,RJ45.

Supplying,Erecting,Testing & Commissioning 5 MP Full IP Dome/Bullet Camera Complete. Camera Sensor 1/2.7", 5.0 megapixel, progressive scan, CMOSLens [email protected] Distance 60 Meter DetectShutter Auto/Manual, 1 ~ 1/100000s Colour: 0.01Lux (F2.0, AGC ON)Minimum Illumination 0Lux with IR onDigital noise reduction 2D/3D DNRDay/Night IR-cut filter with auto switch (ICR)S/N >52dBIR Range Up to 30m (98ft) IR rangeWavelength 850nmIR On/Off Control Auto/ManualDefog Digital DefogWDR DWDRVideo Video Compression Ultra 265, H.265, H.264, MJPEGH.264 code profile Baseline profile, Main ProfileFrame Rate Main Stream: 5MP (2592*1944), Max 20fps; Sub Stream: 720P (1280×720), Max 20fpsVideo Bit Rate 128 Kbps~16 MbpsOSD Up to 4 OSDsPrivacy Mask Up to 4 areasROI Up to 2 areasMotion Detection Up to 4 areasImage White Balance Auto/Outdoor/Fine Tune/Sodium Lamp/Locked/Auto2Digital noise reduction 2D/3D DNRSmart IR SupportFlip Normal/Vertical/Horizontal/180°Dewarping NAHLC SupportedBLC SupportedNetwork Protocols IPv4, IGMP, ICMP, ARP, TCP, UDP, DHCP, RTP, RTSP, RTCP, DNS, DDNS, NTP, FTP, UPnP, HTTP, HTTPS, SMTP, SSL, QoSInterface 10/100M Base-TX EthernetCompatible Integration ONVIF (Profile S, Profile T), APICertifications Certifications CE: EN 60950-1/UL: UL60950-1/FCC: FCC Part 15(Include – 12 Month Fully Compressive Warranty

NVR 32 channel (4 SATA Support) Supply, Installation, testing & commissioning of 32 ch smart network high performance video recorder: connect upto 32 IP Cameras, Linux OS, upto 12 Megapixel resolution, two independent HDMI / VGA Output, support H265/MJPEG, incoming bandwidth 320 mbps, 4 sata harddisks, ANR technology, 4 sata interferanceor more for 8 hdds and capacity of each HDD upto 10TB, N+1 hot spare system, supports HDD hot swap with RAID0, RAID1, RAID5, RAID6 and RAID10 stotragescheme configurable, with redunded power supply front panel: 1x usb2.0 rear panel: 2xusb 3.0, Alarm I/O 16/8, RS-485, RS-232, 4 RJ45 10/100/1000 mbps seif adaptive ethernate interface. (NON CSR)

SEAGATE 8 TB Wired Portable Hard Disk Type External Portable Connectivity Wired Digital Storage Capacity (TB) 8 N Speed (rpm) 5400 Interface Type A USB Water Resistant No Shock Resistant No On Site OEM Warranty (3 Years)

Supplying and erecting 15m HDMI cord low voltage grade minimum 4k compliant to be laid in provided conduits with male/female 19 pin HDMI connectors complete.

Supplying, fixing, and configuring broadband ADSL router with all accessories,on provided rack as per specification No. WG-NWC/ADSL

Supplying and installing armoured single mode optical fibre cable with 6 fiber,core dia 50/125μm (OS1/OS2) 10/40 GBPS speed in provided underground HDPE pipe complete.

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 150 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Supplying and laying (including excavation of suitable width & depth up to 90 cm) 90 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete..

Making cement concrete foundation in 1:3:6 cement concrete, (20 to 25) mm. stone metal duly plastered with necessary curing for complete. (pole muffing or any other purpose).(foundation size for structure 0.3 x0.3x.15x 4nos=.054 for 1 kw xfor 15 KW x 0.054=.81+ for battry stand 4cu total 4.91=5 cum)

Excavating hard Rock or bituminous road by chiselling for preparing pit for pole / stay/earth plate / for laying cable/ pipe & clearing the site by removing debris & making the site as required complete

Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no.EA-EP.

Supplying, erecting, testing and commissioning of diesel generating set with alternator of 160 kVA output continuous rating, 3 Phase, 415 V, 50c/s 0.8 p. f. A.C supply, a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours, along with standard accessories, self-excited, self-regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %, with performance class G2 and maximum fuel consumption 27.8 Ltr/hr @75% loading. Both the engine and alternator direct coupled on a common fabricated steel base frame and mountedon anti-vibrating pads with standard control panel comprisingmeters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level up to 75 dB at 1.0 m, provided with first filling of oil, diesel not less than 290 Ltr etc. on provided M20 Grade CC Foundation as per specification no. GEN-DG

Supplying, erecting, testing and commissioning of microprocessor based AMF panel suitable for diesel generating set of above 140 kVA up to 180 kVA capacity Three phase, 415 Volts, 50Hz A.C. with all standard features, safeties etc as per specification no. GEN-AMF.

Supplying, installation, testing and commissioning of booster fire pump [BP]suitable for water discharge of 900 LPM at 35 m head driven by electric motor 415 volts, 3 phase 50 Hz, AC supply of 7.5 kW or of suitable kW capacity for manual/automatic operation and consisting of following : (a) Horizontal/vertical type, single/multi stage, centrifugal casing pump of cast iron body & bronze/CI impeller with stainless steel shaft (SS410 grade), mechanical seal conforming to IS 1520. (b) Squirrel cage induction motor, TEFC, synchronous speed 3000 RPM, suitable for operation on with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (d)Erected on provided suitable size cement concrete foundation duly plastered with anti vibration pads with perfect aligning, proper levelling complete pump set with accessories duly painted with two coats of synthetic enamel paint of fire red colour over a coat of primer (ISC code 536 as per IS 2932 of 2003) complete, as per specification no. FF-MFP/BP

Supplying & erecting automatic control panel for 3 Ph, 415 volt, /centrifugal pump set up to 10 HP consisting of Star Delta starter having relay range 9-14 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc.

Supplying and erecting G.I. pipe ‘C’ class ERW 75/80 mm dia with necessary fittings complete as per specification no. FF-PP

Supplying and erecting G.I. pipe ‘C’ class ERW 100 mm dia with necessary fittings complete as per specification no. FF-PP

Supplying and erecting 100 mm dia Cast Iron end line strainer of Y-type flanged end pattern, PN16 pressure rating, SS screen, end connection with Flanged / Screwed / Socket Weld / Butt Weld End etc with standard OAR (open area Ratio) for positive suction complete as per specification no. FF-VL/ELS

Supplying and erecting 100 mm dia. cast iron double flange butterfly valve of size complete with PN16 pressure rating, as per specification no. FF-VL/BFV

Supplying and erecting 100 mm dia cast iron double flange NRV complete with PN16 pressure rating, as per specification no. FF-VL/NRV

Supplying and erecting 25 mm dia gun metal gate valve complete with PN16 pressure rating, as per specification no. FF-VL/GV

Supplying and erecting stainless steel single outlet hydrant valve fitted with necessary accessories complete as per specification no. FF-VL/HV

Supplying and installing wall mounting swinging hose reel drum fitted with 19 mm dia. 30m long high pressure polypropylene (Polyhose) along with necessary accessories complete as per specification no. FF-FFA/HV

Supplying and erecting 63mm dia, reinforced rubber lined (R.R.L.) hose pipe, 15m in length, fitted with necessary accessories complete as per specification no. FF-FFA/RRL

Supplying and erecting stainless steel branch pipe 63 mm dia fitted with 20 mm dia detachable hexagonal nozzle complete as per specifications no. FF-FFA/NZ

Supplying and erecting fire brigade header ( Siamese connection )of 150 mm dia, for supplying water in fire tank complete as per specification no. FF-FA/FMC

Supplying and erecting 20/25mm dia gun metal air release cock, with necessary G.I. coupling to be fitted on top of air vessel or on wet riser complete as per specification no. FF-FFA/ARV

Supplying and erecting 100 mm dia. pressure gauge , 0-300 PSI or 0-14 kg per cm square fitted with 12/15 mm dia. pad cock valve, erected with provided G.I. pipe, elbow etc. complete as per specification no. FF-FFA/PG

Supplying and erecting 12/15 mm dia pressure switch with provided isolation valve, G.I. nipple, elbow, etc complete as per specification no. FF-FFA/PS

Supplying and erecting M.S./CRCA cabinet for housing single hydrant valve of size ( 400 x 400 x 400)mm or hose pipe box of size ( 600 x 600 x 200)mm made from min. 1.5 mm thick CRCA sheet with angle iron work of min. of size (25 x 25 x 4) mm having front doors with viewing glass of size (200x150) mm and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour( Code 538 of IS 5)

Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. capacity cartridge type conform to IS 2878 /15683 complete erected with necessary clamp made from 50 x 6 mm. M. S. flat with nut & bolts routed in wall complete.

Supplying and erecting ABC powder type fire extinguisher as per IS : 13849 /15683 of 6 kg capacity with necessary clamp for erection on wall.

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL

Carrying out core cutting of size 3" to 5" dia x 15" length in the C.C./rock/stone wall with the help of specialized core cutting machine in proper manner and finishing the site as original.

Supplying and erecting iron work, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority.

Supplying and erecting Fire Exit Signages of viewing form 15 m length photolumicient type with standard accessories complete(size 300 x100mm)

Supplying, installing, testing and commissioning of 8 Zones Microprocessor based conventional fire alarm control panel (FACP) with standard accessories complete as per specification no. FF-FAAS/FACP Note:- Increase overall rate by 25 % for additional zone as per requirement. ((17839+((17839x0.25)x6))= 17839+26759=44588

Supplying, erecting testing and commissioning manual call point (Pill box) with break glass, push button (resettable type) in metal enclosure complete as per specification no. FF-FAAS/MCP

Supplying, erecting, testing and commissioning hooters having high (100dB @ 1m) and low (94dB @ 1m) volume setting, group addressing facility allowing multiple sounders to be activated with CRCA enclosure complete as per specification no. FF-FAAS/HTR

Supplying, installing, testing and commissioning FR, XLPE armoured cable 2 core 1.5 sq.mm. copper conductor complete erected on wall/ ceiling complete as per specification no. CB-LT/CU

Nilesh Laxman Patil