Construction of 50 Bedded Sub District Hospital and 20 Bedded Trauma Care Center Building at Halkarni MIDC Tal. Chandgad, Dist. Kolhapur (Civil plus Electrical

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 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. (Lift upto 1.5 metre) By Mechanical Means 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 hard rock by chiselling wedging, line drilling excetra including trimming and levelling the bed, removing the excavated materials upto a distance of 50 metres beyond the building area and stacking as directed, dewatering and back filling with available earth / murum, ramming, watering complete. (Lift upto 1.5 metre) By Mechanical Means Specification No : Bd.A.6 Specification Page No : 260 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 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 reversible Drum Type mixer/ 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 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.

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 reversible Drum Type mixer/ 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 reversible Drum Type mixer/ 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 11a Additional Specifications : As per Item No 11a

For 2nd Floor Specification No : As per Item No 11a Additional Specifications : As per Item No 11a

For 3rd Floor Specification No : As per Item No 11a Additional Specifications : As per Item No 11a

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 reversible Drum Type mixer/ 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 12a Additional Specifications : As per Item No 12a

For 2nd Floor Specification No : As per Item No 12a Additional Specifications : As per Item No 12a

For 3rd Floor Specification No : As per Item No 12a Additional Specifications : As per Item No 12a

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 reversible Drum Type mixer/ 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 13a Additional Specifications : As per Item No 13a

For 2nd Floor Specification No : As per Item No 13a Additional Specifications : As per Item No 13a

For 3rd Floor Specification No : As per Item No 13a Additional Specifications : As per Item No 13a

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 reversible Drum Type mixer/ 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 14a Additional Specifications : As per Item No 14a

For 2nd Floor Specification No : As per Item No 14a Additional Specifications : As per Item No 14a

For 3rd Floor Specification No : As per Item No 14a Additional Specifications : As per Item No 14a

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 reversible Drum Type mixer/ 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 15a Additional Specifications : As per Item No 15a

For 2nd Floor Specification No : As per Item No 15a Additional Specifications : As per Item No 15a

For 3rd Floor Specification No : As per Item No 15a Additional Specifications : As per Item No 15a

Providing and laying cast in situ / Ready Mix cement concrete in M-25 of trap / granite /gneiss / quartzite metal for reinforced cement concrete fins of required thickness in position as shown on the drawings or as directed by Engineer in-charge 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 reversible Drum Type mixer/ 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.16 Specification Page No : 306 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

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 reversible Drum Type mixer/ 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 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

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 reversible Drum Type mixer/ 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

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 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

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.

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

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

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

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

For First Floor Specification No : As per Item No 22a Additional Specifications : As per Item No 22a

For 2nd Floor Specification No : As per Item No 22a Additional Specifications : As per Item No 22a

For 3rd Floor Specification No : As per Item No 22a Additional Specifications : As per Item No 22a

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

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

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 3rd Floor) Specification No : Bd.K.1 D Specification Page No : 359

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

Labour charges for providing dry rubble stone soling 15 cm to 20 cm thick including hand packing and compacting excettra complete Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.

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

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 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 : 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 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

Providing second class fly ash Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 milimetre diameter / 2 hoop iron strips 25 milimetre X 1.6 milimetre at every third course, properly bent and bounded at ends, scaffolding, racking out joints and watering, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.G.7 Specification Page No : 316 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 1:4. 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. 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 30a Additional Specifications : As per Item No 30a

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

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 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

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 half brick thick wall 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 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

Providing and fixing M-40 grade thick vibrated pull cast or similar type concrete frame with chamfer confirming to Indian Standard : 6524-1983 having 6 milimetre diameter bars three numbers and stirrups at 250 milimetre center to center and fixing in wall with six numbers of holdfast of 12 milimetre diameter bars 500 milimetre long including primer and oil painting, excetra complete. - Frame size 60 milimetre X 100 milimetre. (For Ground Floor) 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.

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

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 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

Providing and fixing in position, double shuttered aluminium extruded powder coated openable door of specified size with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre, 3 milimetre thick top rails 47.62 milimetre X 44.45 milimetre, 3 milimetre thick, vertical style 47.62 milimetre X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels excetra, Indian Standard Institution mark, heavy duty, Hydraulic floor spring of 150 kilogram capacity, having heavy duty concealed lock, necessary beeding, glazing clips, poly vinyl chloride gaskets, 250 milimetre length tower aluminium bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipments, 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 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

Providing and fixing 5 mm thick toughen glass ( of standard manufacture like saint gobian or equivalent ) of required shade or colour fixed on a frame of aluminium section of size 40 mm * 25 mm * 2 mm ( frame size 15 mm * 60 mm ) joints sealed by using silicon , foam and necessary hardware with cutting , bending and fixing the sheets as per the instructions of engineer in charge including all leads and lifts etc. complete. (Ground floor ) Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.

Supplying and fixing in position colour anodised aluminium four track sliding windows with outer frame made from section of over all size 122 milimetre X 45 milimetre, bottom section with drain section track weighing 1.83 kilogram per metre and top and side section of size 122 milimetre X 31.75 milimetre weighing 1.15 kilogram per running metre with shutter sections made of 18 milimetre X 40 milimetre size having average weight of 0.6 kilogram per running metre (or as required size) with change in proportionate weight, with 6 milimetre float glass in three equal panels and aluminium coated stainless steel mosquito net in one (2/3 of opening) panel fixed with new neoprene gasket, shutters to be provided with nylon encased stainless steel rollers, necessary locks and handles 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 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

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 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

Providing and fixing in position aluminium partly openable and partly fixed window of any size as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections including necessary fixtures and fastenings with 5 milimetre thick clear float glass, excetra complete. - With colour anodizing (For Ground 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 First Floor Specification No : As per Item No 39a Additional Specifications : As per Item No 39a

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

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 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 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

Providing and fixing fibreglass reinforced polyster door shutter 30 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 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 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

Providing and fixing in position anodised (as per Indian Standard : 1868-1982) aluminium fixed staggered (Z type) ventilator with aluminium rectangular pipe 63 milimetre X 38.10 milimetre X 1.22 milimetre at weight 0.650 kilogram per running metre, aluminium angle of size 15 milimetre X 15 milimetre X 1 milimetre, aluminium channel of 9 milimetre sizes stainless steel mosquite net of 304 Grade, 4 milimetre thick float glass as detailed drawing and directed by Engineer in-charge, 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 42a Additional Specifications : As per Item No 42a

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

Providing and fixing mild steel grill work for windows, ventilators, excetra 15 kilogram per square metre as per drawing including fixtures, necessary welding and painting with one coat 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 43a Additional Specifications : As per Item No 43a

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

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

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

Providing and applying gypsum plaster (with gypsum material of approved make) with finishing with gypsum material in 10 milimetre to 13 milimetre thickness to previously plastered surface / or on new brick surface (excluding rough cast plaster) 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 45a Additional Specifications : As per Item No 45a

For 2nd Floor Specification No : As per Item No 45a Additional Specifications : As per Item No 45a

For 3rd Floor Specification No : As per Item No 45a Additional Specifications : As per Item No 45a

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 ARTIFICIAL 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 46a Additional Specifications : As per Item No 46a

For 2nd Floor Specification No : As per Item No 46a Additional Specifications : As per Item No 46a

For 3rd Floor Specification No : As per Item No 46a Additional Specifications : As per Item No 46a

For Ground Floor (using ARTIFICIAL 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 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

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 ARTIFICIAL 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 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

Providing and fixing frame work of anodised aluminium sections for suspended false ceilling consisting aluminium tee 50 milimetre X 40 milimetre weighing 0.39 kilogram per metre at 60 centimetre center to center and fixed with (15 milimetre X 15 milimetre) flanges weighing 0.119 kilogram per metre suspended on 6 milimetre diameter mild steel rod weighing 0.22 kilogram per metre fixed on wall and beams including rounding of the edges with aluminium tee of 50 milimetre X 40 milimetre weighing 0.39 kilogram per metre excetra including all labour, excetra complete. (For First Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing & fixing horizontal level suspended metal ceilings comprising of Metalworks F-H 600 hook-on corridor system manufactured by Armstrong Ceiling Solutions with rectangular panels made of 0.7 mm thick Galvanised Iron Steel of 120 gsm, post coated to global white colour, suitable for interior applications and architectural finishes, double grid concealed system and butt joint panels. The panel width shall be 300 mm, length ranging from 1500 mm to 2660 mm. General Specifications : Entire system to be designed for interior applications, and concealed grid, butt joint panels. Panel Specifications : Material : The F-H 600 rectangular hook-on panels to be made of galvanized iron steel of minimum 120 gsm hot dipped galvanization (both sides included) as per IS : 277 (2003), zero or minimum spangled, in minimum base material thickness of 0.7 mm as per in IS : 513 (1994). Dimensions : The panel length varies between 1500 mm to 2660 mm, panel width shall be 300 mm. The dimensional tolerances for length shall be ±1.0 mm up to 1000 mm length; ±1.5 mm between 1001 mm to 2000 mm length; ±2.0 mm between 2001 mm to 3000 mm length. The dimensional tolerances for width shall be ±0.5 mm up to 300 mm width. Dimensional tolerances for panel thickness / panel width / panel length - to be measured in accordance with TAIM standards. Edge detail : the panels shall ha+A3ve square edge, with a 3 mm (width) X 8 mm (height) black foam gasket glued at the edges, typically on one long and one short side. All adjacent panels shall touch each other forming a butt joint and concealed grid visuals. Upturns : The short side of the panel shall have vertical upturns of minimum 30 mm (height) and shall be bent appropriately as per the manufacturer‘s specifications for providing hook-on ends. The long side shall have inside horizontal bends of 5 mm to 15 mm for rigidity and vertical upturns of 40 mm (for length ranging from 1251 mm to 2660 mm). Surface finish : Plain : The panels shall be in plain unperforated finish (without any acoustical backing / felt). Colour and finishes : The panel surface shall be electrostatically powder coated (post coat) on visible side after mechanical production, using RoHS compliant powder, to achieve coating thickness ranging from 60 micron to 80 micron and architectural quality finish. The powder coating shall pass Salt Spray Test for 750 hours as per ASTM B117, QUV –A Test for 1000 hours as per ASTM G-154 – (Cycle – 1) and Humidity test for 1000 hours as per DIN 50017, 250 hours of condensation test (as per DIN 50017 or DIN EN ISO 6270-1 Norms), ultra violet resistance of 500 hours and 50 % gloss retention (as per ASTM G 154 UVB-313 Norms). The powder coating shall have an adhesion of GT0 as per EN ISO 2409. The shade variation across batches shall be delta E (?e) <1 measured using Excite/BYK Gardner instrument and gloss level of 25 ± 5 % at 60° C as per ASTM D523.The colour / shade to be Global white (Polyester for Interior) as approved by the Architect or Engineer-in-charge. Surface Protection : The visible panel surface shall be protected using a guard film made of LDPE of 50 micron thickness, having appropriate surface adhesion (or tackiness) corresponding to surface gloss level. Light reflectance : The panel shall have a light reflectance of = 63 % in accordance to ASTM 1477-98. Flatness and sag limit : Panels shall be flattened by precision leveller to minimize sag to less than Length / 400 mm. The difference between the two diagonal dimensions of the panel to be less than 1 mm. The sag to be measured at the center in accordance with TAIM standards. Access and Plenum space : The panels to be fully accessible, with system height of 98 mm, and would require a plenum height of a minimum 450 mm clear space from bare ceiling / rigid structure for installation. Packaging : The Panels shall be packed in wooden crates of appropriate dimensions based on panel sizes. The wooden planks for rates shall have thickness of approximately 15 mm, width of around 4 and gap between two planks around 3. Crates to have layer separators of 1 X 2 dimensions to prohibit load transfer on bottom panels, and the crates lifting to be 2 way or 4 way. The bottom of crates shall be completely closed, and the panels kept inside shall have cushioning of corrugated sheets or other appropriate material. Installation Specifications : Primary and secondary runners Installation : U-Profiles, spaced at 1200 mm, to be suspended from ceiling using clamping brackets and threaded rods OR hanger wires. Hanger wires must be wrapped tightly with 3 full wraps. The J-Bars (directional) shall intersect the U-profile at 90° at every module dictated by the panel length. The J-Bar is connected to the U- Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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 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

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 52a Additional Specifications : As per Item No 52a

For 2nd Floor Specification No : As per Item No 52a Additional Specifications : As per Item No 52a

For 3rd Floor Specification No : As per Item No 52a Additional Specifications : As per Item No 52a

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 53a Additional Specifications : As per Item No 53a

For 2nd Floor Specification No : As per Item No 53a Additional Specifications : As per Item No 53a

For 3rd Floor Specification No : As per Item No 53a Additional Specifications : As per Item No 53a

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 Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

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 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

Providing and laying antiskid ceramic tiles of approved quality of size 30 centimetre X 30 centimetre and confirming to Indian Standard 15622:2006 (Group BIIa) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning, curing, 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 56a Additional Specifications : As per Item No 56a

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

Providing and laying matt finish ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian Standard 15622 : 2006 (Group DII-A) and 7 milimetre to 8 milimetre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white / colour cement slurry, cleaning, curing, 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 direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 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 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

Providing and laying ceramic tiles of having sizes 30 centimetre X 60 centimetre and confirming to corrosponding Indian Standard for dado and skirting in required position with ready made adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white / colour cement slurry, cleanding, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Specification No : Bd.M.13 Specification Page No : 386 Additional Specifications : 1. The work shall be carried out as per direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 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 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

Providing and laying chequered tiles of approved quality of size 30 centimetre X 30 centimetre and confirming to indian standard for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning, curing, 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 59a Additional Specifications : As per Item No 59a

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

Providing and laying polished Kotah stone flooring with hand cut polished kotah stones 25 milimetre to 30 milimetre thick and required width in plain / diamond pattern on bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, cleaning and mirror polishing, excetra complete.Water absorption for kota stone should not exceed 0.05 percent.( Item to be used with prior permission of Superintending Engineer ) (For Ground 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.

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

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

Providing and laying cement concrete flooring 40 milimetre thick with M-20 cement concrete laid to proper level and slope in alternate bays, including compaction, filling joints, marking lines to give appearance of tiles of 30 centimetre X 30 centimetre or other size laid digonally / square, excetra, finishing smooth (with extra cement) in any colour as directed and curing excetra complete. - with crushed sand. (For Ground Floor) Specification No : Bd.M.6 Specification Page No : 381 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 laying cement concrete flooring 50 milimetre thick with M-20 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 centimetre X 30 centimetre or other size laid diagonally / square, excetra, finishing smooth (with extra cement) in any colour as directed and curing complete. - with crushed sand. (For Ground Floor) Specification No : Bd.M.6 Specification Page No : 381 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 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 63a Additional Specifications : As per Item No 63a

For 2nd Floor Specification No : As per Item No 63a Additional Specifications : As per Item No 63a

For 3rd Floor Specification No : As per Item No 63a Additional Specifications : As per Item No 63a

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) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 64a Additional Specifications : As per Item No 64a

For 2nd Floor Specification No : As per Item No 64a Additional Specifications : As per Item No 64a

For 3rd Floor Specification No : As per Item No 64a Additional Specifications : As per Item No 64a

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 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 65a Additional Specifications : As per Item No 65a

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

Labour charges for providing groove in external plaster having width and spaced at as directed by Engineer in-charge, 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 66a Additional Specifications : As per Item No 66a

For 2nd Floor Specification No : As per Item No 66a Additional Specifications : As per Item No 66a

For 3rd Floor Specification No : As per Item No 66a Additional Specifications : As per Item No 66a

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 ARTIFICIAL 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 67a Additional Specifications : As per Item No 67a

For 2nd Floor Specification No : As per Item No 67a Additional Specifications : As per Item No 67a

For 3rd Floor Specification No : As per Item No 67a Additional Specifications : As per Item No 67a

Providing patti / band 100 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 ARTIFICIAL 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 68a Additional Specifications : As per Item No 68a

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

Providing patti / band 150 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 ARTIFICIAL 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 69a Additional Specifications : As per Item No 69a

For 2nd Floor Specification No : As per Item No 69a Additional Specifications : As per Item No 69a

For 3rd Floor Specification No : As per Item No 69a Additional Specifications : As per Item No 69a

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 70a Additional Specifications : As per Item No 70a

For 2nd Floor Specification No : As per Item No 70a Additional Specifications : As per Item No 70a

For 3rd Floor Specification No : As per Item No 70a Additional Specifications : As per Item No 70a

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 Ground 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.

For First Floor Specification No : As per Item No 71a Additional Specifications : As per Item No 71a

For 2nd Floor Specification No : As per Item No 71a Additional Specifications : As per Item No 71a

For 3rd Floor Specification No : As per Item No 71a Additional Specifications : As per Item No 71a

Providing and preparing kitchen otta up to 75 centimetre width, made up from 30 milimetre thick and 75 centimetre high vertical support for Kadappa at one metre center to center of 25 milimetre thick both side polished Kadappa middle shelf and bottom of 20 milimetre thick one side polished Kadappa with facia patti of 20 milimetre X 50 milimetre Kadappa including all material, labour, cutting, fixing with cement mortar and araldite, all material labour cutting fixing with cement mortar and araldite curing polished and cleaning excetra complete. (For Ground Floor) Specification No : Bd.M.35C Specification Page No : 393 Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.

Providing and fixing shutters to wall cupboards made from 19 milimetre thick teak wood particle board with approved coloured laminated face on one side, 1.5 milimetre thick bonded with phenol formaldehyde synthetic resin boiling water proof grade including lipping beading iron oxidised fixtures and fastening and oil primer coat, excetra complete. (Excluding cupboard frame) (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For 3rd Floor Specification No : As per Item No 73a Additional Specifications : As per Item No 73a

For First Floor Specification No : As Above Additional Specifications : As Above

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 Ground 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 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.

For First Floor Specification No : As per Item No 75a Additional Specifications : As per Item No 75a

For 2nd Floor Specification No : As per Item No 75a Additional Specifications : As per Item No 75a

For 3rd Floor Specification No : As per Item No 75a Additional Specifications : As per Item No 75a

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.

For First Floor Specification No : As per Item No 76a Additional Specifications : As per Item No 76a

For 2nd Floor Specification No : As per Item No 76a Additional Specifications : As per Item No 76a

For 3rd Floor Specification No : As per Item No 76a Additional Specifications : As per Item No 76a

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 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.

Providing and fixing screw down 15 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

For First Floor Specification No : As per Item No 81a Additional Specifications : As per Item No 81a

For 2nd Floor Specification No : As per Item No 81a Additional Specifications : As per Item No 81a

For 3rd Floor Specification No : As per Item No 81a Additional Specifications : As per Item No 81a

Providing and fixing screw down for 25 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

For First Floor Specification No : As per Item No 82a Additional Specifications : As per Item No 82a

For 2nd Floor Specification No : As per Item No 82a Additional Specifications : As per Item No 82a

For 3rd Floor Specification No : As per Item No 82a Additional Specifications : As per Item No 82a

Providing and fixing screw down for 50 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 15 milimetre diameter water metre with non-return valve including stainer, sockets / union nut including water metre box making locking arrangement and lock. [Without chamber]. Specification No : Bd.V.7 Specification Page No : 554

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.

For First Floor Specification No : As per Item No 85a Additional Specifications : As per Item No 85a

For 2nd Floor Specification No : As per Item No 85a Additional Specifications : As per Item No 85a

For 3rd Floor Specification No : As per Item No 85a Additional Specifications : As per Item No 85a

Providing and fixing wall hung ivory wash basin of size 550 milimetre X 400 milimetre X 195 milimetre with pillar cock having flow rate up to 6.0 Litr/Minute, C.P. Angular stop cock long thread of Jaquar/ Cera/ Hindware/ Perryware or equivalent make including stainless steel bottle trap of approved make, etc. 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.

For First Floor Specification No : As per Item No 86a Additional Specifications : As per Item No 86a

For 2nd Floor Specification No : As per Item No 86a Additional Specifications : As per Item No 86a

For 3rd Floor Specification No : As per Item No 86a Additional Specifications : As per Item No 86a

Providing and fixing Orissa Pan of size 580 milimetre X 445 milimetre X 260 milimetre with approved make flush valve including trap, cast iron soil and vent pipe upto outside face of wall including 100 milimetre diameter cast iron plug, bend and necessary pipe connection, 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.

For First Floor Specification No : As per Item No 87a Additional Specifications : As per Item No 87a

For 2nd Floor Specification No : As per Item No 87a Additional Specifications : As per Item No 87a

For 3rd Floor Specification No : As per Item No 87a Additional Specifications : As per Item No 87a

Providing and fixing European type ivory glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection, 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 88a Additional Specifications : As per Item No 88a

For 2nd Floor Specification No : As per Item No 88a Additional Specifications : As per Item No 88a

For 3rd Floor Specification No : As per Item No 88a Additional Specifications : As per Item No 88a

Providing and fixing 10 centimetre poly vinyl chloride nahani trap with grating, excetra complete. (For Ground Floor) Specification No : Bd.V.32A Specification Page No : 551 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 89a Additional Specifications : As per Item No 89a

For 2nd Floor Specification No : As per Item No 89a Additional Specifications : As per Item No 89a

For 3rd Floor Specification No : As per Item No 89a Additional Specifications : As per Item No 89a

Providing, constructing and fixing 250 milimetre diameter Inspection chamber made up of unplasticized poly vinyl chloride material of thickness 3.5 milimetre and height of 259 milimetre with inlet and outlet of 110 milimetre diameter with 75 milimetre diameter U Trap, Ultra shaft pipe of unplasticized poly vinyl chloride material having height of 470 milimetre and fixing Ultra 250 milimetre diameter unplasticized poly vinyl chloride cover and frame in 150 milimetre thick in cement concrete 1:2:4, having crushed sand bed of 100 milimetre thick of size 550 milimetre dia, including excavation and refilling the sides of chamber by crushed sand cushioning 150 milimetre thickness, connecting all required unplasticized poly vinyl chloride fittings with rubber lubricant, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing, constructing and fixing 450 milimetre diameter Inspection chamber made up of polypropylene / polyethylene material of thickness 3.5 milimetre and height of 388 milimetre with 160 milimetre or 200 milimetre main inlet(s) and outlet 110 milimetre and / or 160 milimetre branch inlets, with 450 milimetre diameter Ultra shaft pipe of high density polyethylene material having height of 460 milimetre, having reinforced cement concrete cover and frame fixing in 150 milimetre thick in cement concrete 1:2:4, having crushed sand bed of 150 milimetre thick of size 750 milimetre dia, including excavation and refilling the sides of chamber by sand crushed cushioning 150 milimetre thickness, connecting all required unplasticized poly vinyl chloride fittings with rubber lubricant, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing, constructing and fixing 600 milimetre diameter Inspection chamber made up of Polypropylene / polyethylene material having 315 milimetre diameter inlet(s) / outlets and with eccentric reducers as per requirement to connect 160 milimetre and 200 milimetre pipes having thickness of 5 milimetre and 600 milimetre in height, with inbuilt shaft achieve the invert depth as per site condition of wall thickness of 5 milimetre having reinforced cement concrete cover and frame fixing in 150 milimetre thick in cement concrete 1:2:4, having crushed sand bed of 150 milimetre thick of size 750 milimetre diameter including excavation and refilling the sides of chamber by sand crushed cushioning 150 milimetre thickness, connecting all required unplasticized poly vinyl chloride fittings with rubber lubricant, excetra complete. (For Ground Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and constructing brick masonry inspection chamber 90 centimetre X 45 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels half round glazed stoneware pipe channel, salt glazed stoneware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and outside, with cast iron lead cover of 75 kilogram with frame fixed in cement concrete. (using ARTIFICIAL SAND). Specification No : Bd.V.44 Specification Page No : 575 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.

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 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.

For First Floor Specification No : As per Item No 98a Additional Specifications : As per Item No 98a

For 2nd Floor Specification No : As per Item No 98a Additional Specifications : As per Item No 98a

For 3rd Floor Specification No : As per Item No 98a Additional Specifications : As per Item No 98a

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.

For First Floor Specification No : As per Item No 99a Additional Specifications : As per Item No 99a

For 2nd Floor Specification No : As per Item No 99a Additional Specifications : As per Item No 99a

For 3rd Floor Specification No : As per Item No 99a Additional Specifications : As per Item No 99a

Providing and fixing cromium plated bib cock with wall flange of approved make including necessary sockets / union nut, 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.

For First Floor Specification No : As per Item No 100a Additional Specifications : As per Item No 100a

For 2nd Floor Specification No : As per Item No 100a Additional Specifications : As per Item No 100a

For 3rd Floor Specification No : As per Item No 100a Additional Specifications : As per Item No 100a

Providing and fixing wall mixer with overhead shower,shower arm,hand shower with wall bracket having flow rate up to 12 litre per minute of Jaquar/ Cera/ Hindware/ Perryware or equivalent make including all necessary pipes,fittings etc.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.

For First Floor Specification No : As per Item No 101a Additional Specifications : As per Item No 101a

For 2nd Floor Specification No : As per Item No 101a Additional Specifications : As per Item No 101a

For 3rd Floor Specification No : As per Item No 101a Additional Specifications : As per Item No 101a

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 3rd Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing poly vinyl chloride rain water pipes of 160 milimetre and above up to 250 millimeter 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.

For First Floor Specification No : As per Item No 103a Additional Specifications : As per Item No 103a

For 2nd Floor Specification No : As per Item No 103a Additional Specifications : As per Item No 103a

For 3rd Floor Specification No : As per Item No 103a Additional Specifications : As per Item No 103a

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.

For First Floor Specification No : As per Item No 104a Additional Specifications : As per Item No 104a

For 2nd Floor Specification No : As per Item No 104a Additional Specifications : As per Item No 104a

For 3rd Floor Specification No : As per Item No 104a Additional Specifications : As per Item No 104a

Providing and fixing 100 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.

For First Floor Specification No : As per Item No 105a Additional Specifications : As per Item No 105a

For 2nd Floor Specification No : As per Item No 105a Additional Specifications : As per Item No 105a

For 3rd Floor Specification No : As per Item No 105a Additional Specifications : As per Item No 105a

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 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 3rd 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 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 2nd Floor) Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For 3rd Floor Specification No : As per Item No 108a Additional Specifications : As per Item No 108a

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). 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.

For 3rd Floor Specification No : As per Item No 109a Additional Specifications : As per Item No 109a

For First Floor Specification No : As per Item No 109a Additional Specifications : As per Item No 109a

Providing waterproof plaster in water closet and bath 20 milimetre thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of one kilogram per bag of cement of approved make and manufacturer and curing and filling joints of nahani trap and any outlet properly, excetra complete. (For Ground Floor) (using ARTIFICIAL 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 110a Additional Specifications : As per Item No 110a

For 2nd Floor Specification No : As per Item No 110a Additional Specifications : As per Item No 110a

For 3rd Floor Specification No : As per Item No 110a Additional Specifications : As per Item No 110a

Providing water proof bedding for flooring of bath and water closet 25 milimetre thick in cement mortar 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs. 500/- including ponding test, excetra complete. (For Ground Floor) (using ARTIFICIAL 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 111a Additional Specifications : As per Item No 111a

For 2nd Floor Specification No : As per Item No 111a Additional Specifications : As per Item No 111a

For 3rd Floor Specification No : As per Item No 111a Additional Specifications : As per Item No 111a

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

Providing and applying Royale Luxury Emulsion of approved make on internal wall surface as detailed below - Scrapping for surface with emery paper and wipe clean for area. Applying wall primer with brush by adding mineral turpentine oil by 8 to 10 percent or water by 15 to 20 percent allowing to dry for 6 to 8 hours. After applying approved make acrylic wall putty with appropriate proportion of water of allow to dry for period of 4 to 6 hours of activity. Scrapping with emery paper and wipe clean. Applying paints Royale Luxury emulsion first coat with brush water content water 40 to 45 percent or 65 to 70 percent by role. Applying paints Royale luxury emulsion second coat with brush with water content 40 to 45 percent or 65 to 70 percent by roller. (With prior approval of S.E.) (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 113a Additional Specifications : As per Item No 113a

For 2nd Floor Specification No : As per Item No 113a Additional Specifications : As per Item No 113a

For 3rd Floor Specification No : As per Item No 113a Additional Specifications : As per Item No 113a

Providing and applying two coats of textured synthetic paint of approved shade and quality and one coat of primer before applying textured paint including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other materials as required, 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. 3. The work shall be carried out as per instructions of Engineer in charge.

For First Floor Specification No : As per Item No 114a Additional Specifications : As per Item No 114a

For 2nd Floor Specification No : As per Item No 114a Additional Specifications : As per Item No 114a

For 3rd Floor Specification No : As per Item No 114a Additional Specifications : As per Item No 114a

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 Ground Floor) Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

For 3rd Floor Specification No : As per Item No 115a Additional Specifications : As per Item No 115a

For First Floor Specification No : As per Item No 115a Additional Specifications : As per Item No 115a

Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns, purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required, excetra as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade, excetra complete. (For 3rd Floor) Specification No : B-18 Specification Page No : 78 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns, purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required, excetra as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor) Specification No : As per Item No 116a Additional Specifications : As per Item No 116a

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 and fixing lightening conductor system comprising of errecting Air-Termination consisting of tubular copper rod of 25 milimetre diameter 1.2 milimetre thick with multiple points head 1.2 metre long (Heavy Duty) welded or clamped to galvanised iron pipe pole 'B' Grade 50 milimetre diameter of required length with mild steel round base plate 25 milimetre diameter and 10 milimetre thick at bottom embedded in cement concrete 1:3:6 foundation of size 45 centimetre diameter X 45 centimetre height and providing earthing with copper earth plate of size 60 centimetre X 60 centimetre X 0.3 centimetre with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pit 1.5 metre below ground level with 40 kilogram charcoal and salt with alternate layers of charcoal and salt and galvanised iron pipe of 40 milimetre diameter 2 metre length burried in earth upto earthing plate, remaining portion above ground level for watering and refilling complete. Specification No : Bd.W.1 Specification Page No : 581 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing copper strip 25 milimetre wide and 3 milimetre thick for lightening conductor including fixing with screws, required scaffolding, excetra complete. Specification No : Bd.W.1 Specification Page No : 581 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.

For First Floor Specification No : As per Item No 120a Additional Specifications : As per Item No 120a

For 2nd Floor Specification No : As per Item No 120a Additional Specifications : As per Item No 120a

For 3rd Floor Specification No : As per Item No 120a Additional Specifications : As per Item No 120a

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

For First Floor Specification No : As per Item No 121a Additional Specifications : As per Item No 121a

For 2nd Floor Specification No : As per Item No 121a Additional Specifications : As per Item No 121a

For 3rd Floor Specification No : As per Item No 121a Additional Specifications : As per Item No 121a

Providing and fixing ivory glazed earthenware full stall type urinal with poly vinyl chloride flushing cistern of 5 litres capacity with fitting inlet pipes and stop tap brackets for fixing the cistern 32 milimetre diameter poly vinyl chloride flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap soil pipe connection upto the outside face of the wall. (For Ground Floor) Specification No : Bd.V.23 Specification Page No : 562

For First Floor Specification No : As per Item No 122a Additional Specifications : As per Item No 122a

For 2nd Floor Specification No : As per Item No 122a Additional Specifications : As per Item No 122a

For 3rd Floor Specification No : As per Item No 122a Additional Specifications : As per Item No 122a

Providing and fixing of factory made unplasticized polyvinyl chloride Sliding window and door (White Colour) complete, comprising unplasticized polyvinyl chloride multi-chambered frame having in-built unplasticized polyvinyl chloride roller track on top and unplasticized polyvinyl chloride sash with wall thickness of 2.3mm (+-0.2 milimetre), duly reinforced with galvanised iron section 1.5 milimetre, wherever required. unplasticized polyvinyl chloride window and door profile shall be made in India and shall conform to BS EN 12608 and other standards as mentioned below: S.No. Name of the test Test Method Specified Parameter 1 Tensile Impact Strength ISO 8256 - more than 700Kj/m2 2 Vicat Softening Temperature EN ISO – 306 Shall not be < 750C 3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m2 4 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm2 5 Mean Breaking Stress for welded corner (a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2 (b) For the compression bending test Shall not be < 30N/mm2 6 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 % 7 Surface Spread of flame BS : 476 - Part 7 Classification 1 8 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable 9 Tensile modulus ASTM D 638 Shall not be < 35 MPa 10 Shear Modulus ASTM D 732 Shall not be < 220 MPa 11 Tensile Strength EN ISO 527 Shall not be < 30 MPa All corners of frame and sash will be fusion welded. After placing 5 milimetre Float Annealed glass in the sash, unplasticized polyvinyl chloride glazing bead, interlock, EPDM / TPE gasket, brush shall be provided including touch lock and rollers and proper drainage system shall be provided. Window / Door will be fixed to the wall with 100mm long and 8mm dia. Fasteners and complete in all respect as per direction of Engineer-In-Charge. unplasticized polyvinyl chloride Window and Door Profiles are warranted for a period of ten (10) years against non-uniform discoloration, wrapping and rotting under general use.- 3 Track 3 / 6 Sash (Big Series) window frame of size 122 milimetre X 54 milimetre and Sash of size 64 milimetre X 47 mm Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing factory made steel door of single leaf external embossed wood finish type with a) frame of size 100 milimetre X 58 milimetre conforming to Indian Standard : 4351-2003, 1.2 milimetre thick pre-galvanized sheet with mitred and welded cones, frame stretches, hinge reinforcing plates, fixing plates and hardware mounting plates and polyurethane foam infill. b) Shutter of thickness 46 milimetre made of 0.8 milimetre thick slip coated pre-galvanized steel sheet on both sides conforming to ASTM A527 / ASTM A525, British Standard 2989 1994, Indian Standard 277, zinc coating 120 grams per square metre. Lock formed panels with internal stiffeners of 3 milimetre thick made of galvanized sheet, 3 milimetre thick hinge reinforcing hardware mounting plates and lock protection with honeycomb craft paper infill of thickness 150 grams per square metre of load bearing capacity 500 Kg/Sqm. c) Finish : Powder coated surface finished with thermosetting polyurethane paint of Aliphatic grade of thickness 60 micron. d) Accessories : Minimum 8 anchor fastener of HILTI make, minimum 3 stainless steel ball bearing butt hinges of Dorset make, Dorset Mortise lock, stainless steel Tower bolt of 200 milimetre size, eye hole, door stopper, 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 124a Additional Specifications : As per Item No 124a

For 2nd Floor Specification No : As per Item No 124a Additional Specifications : As per Item No 124a

For 3rd Floor Specification No : As per Item No 124a Additional Specifications : As per Item No 124a

Providing and fixing Bib cock Long Arm at the site of work. Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.

Providing and fixing Hydraulic Door Closer at the site of work. Additional Specifications : The work shall be carried out as per the 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 fixing 50 milimetre diameter medium class galvanised iron pipe gate with wicked gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in cement concrete block at top and bottom with locking arrangement incluing cutting, bending, making holes and with one coat of primer, excetra complete. Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-B (11.2 milimetre Aggregate) Specification No : MORTH-401 ,402 ,404 ,902 ,112 Specification Page No : 109-111 ,112-116 ,121-129 ,417-421 ,19-21

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate) Specification No : MORTH-401 ,402 ,404 ,902 ,112 Specification Page No : 109-111 ,112-116 ,121-129 ,417-421 ,19-21

Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen) Specification No : IRC-SP-20 Specification Page No : 215

Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, including prime / tack coat at the rate of 0.30 killogram per square meter and seal coat at the rate of 0.98 killogram per square meter. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant with Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface) Specification No : MORTH-501 ,510 ,511 ,902 ,903 ,112 MORTH-503 MORTH-511 Specification Page No : 149-162 ,198-205 ,205-207 ,417-421 ,421-436 ,19-21 168-170 149-162 ,205-207 ,198-205 ,417-421 ,19-21 Additional Specifications : 1. The work shall be carried out in day time and in dry wheather. 2. The representative of contractor shall maintain a register giving details of challens for bitumen received and should get it signed from the representative incharge of the Department in token of its acceptance. 3. For controlling trafic and maintening diversion during construction, no extra payment shall be made.

Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete. Specification No : MORTH-408 Specification Page No : 139-142

Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. Specification No : MORTH-408 Specification Page No : 139-142

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete. Specification No : MORTH-408 Specification Page No : 139-142

Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 600 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 heavy duty inter locking concrete rubber mould glossy paving blocks of 60 milimetre thickness of having a strength of 400 kilogram 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.(using 100 per cent crushed sand), excetra complete. 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.

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. Specification No : MORTH-301 Specification Page No : 45-53 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. Specification No : MORTH-301 Specification Page No : 45-53 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Providing and laying in situ cement concrete of M-15 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra complete. (with reversible drum type mixer) with Supervisory Control and Data Aquisition with crushed sand. Specification No : CD.3 Specification Page No : 160 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 cast in situ / ready mix M-15 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition with Natural / VSI standard Artificial Sand) (using ARTIFICIAL SAND). Specification No : CD.8 Specification Page No : 163 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 cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 800 milimetre diameter in proper line, level and slope excetra complete. (using ARTIFICIAL SAND). Specification No : CD.7 Specification Page No : 162-163

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.

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.

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 and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55 percent aluminium, 43.4 percent zinc, 1.6 percent silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). (For Ground Floor) Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness Test for Cement

Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand

Compressive Strength of Cement Concrete Cube

Sieve Analysis Test for Metal below 40 milimetre

Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre

Concrete Mix Design (with all tests on basic materials) for Grade M-25

Concrete Mix Design (with all tests on basic materials) for Grade M-20

Tensile Strength, Percent Elongation, Yield Stress, Weight per Metre, Bend / Rebend Test, Proof Stress (Steel Bar upto 16 milimetre)

Tensile Strength, Percent Elongation, Yield Stress, Weight per Metre, Bend / Rebend Test, Proof Stress (Steel Bar above 16 milimetre)

Liquid Limit & Plastic Limit for Plinth Filling

Compressive Strength of Cement Mortar

Water Absorption, Compressive Strength, Efflorescence Test for Fly Ash Bricks

Thickness, Mass per Running Metre of Aluminium Section

Water Absorption, Modulus of Rupture Test for Ceramic / Vitrified Tiles

Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand

Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks

Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken)

Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Crusher Broken)

Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Crusher Broken)

Flekiness Index / Elongation Index Test for Metal below 40 milimetre

Sieve Analysis Test for Hard Murrm

Liquid Limit and Plastic Limit for Hard Murum

Penetration, Softening Point, Flash and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70)

Viscosity Test for Asphalt VG-30 (Grade 60/70)

Ductility / Elastic Recovery for Asphalt VG-30 (Grade 60/70)

Sieve Analysis Test for Metal 40 milimetre and above (Hand Broken)

Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Hand Broken)

Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Hand Broken)

Sieve Analysis Test for Mix Material / Crushed Metal

Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Mix Material / Crushed Metal

Flekiness Index / Elongation Index Test for Mix Material / Crushed Metal

Extraction Test for Mix Material (OGC)

Compressive Strength, Water Absorption Test for Paving Blocks - 60 milimetre thick, 400 Kilogram per Square Centimetre Strength

Compaction Test (Proctor Density) for Earth Work

Density, Moisture Content for Wood

Supplying and erecting 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 and erecting Providing and erecting hot dipped galvanised ladder type cable tray manufactured from 16 SWG (1.6 mm thick) GI sheet of 200 mm width & 75 mm height complete with necessary coupler plates & hardware.

Supplying and erecting 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 Supplying and erecting green colour earthing with 1x 2.5 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 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 Supplying and erecting green colour earthing with 1x 1.5 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 Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete.

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

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

Supplying and erecting Supplying and erecting PVC Surface modular switch box with double mounting plate for 3 module duly erected.

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

Wiring 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 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 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 Supplying and erecting air circulator 450 mm. sweep oscillating type, wall mounting 1440 RPM with speed regulator, overheat protection unit, totally enclosed, flame proof motor suitable for 230/250 Volts single phase, 50 cycles A.C. supply, with one meter of 3 core lead wire and with moisture proof treatment to winding and with ‘E’ class insulation.

Supplying and erecting Supplying and erecting LED Panel Light(600mm X 600mm) Max. 35 W having CRCA powder coated housing, polystyrene diffuser having system lumens output of Min 4200 Lumens, min. efficacy of 120 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50 including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.

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

Supplying and erecting 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 Supplying and erecting regular/ standard model ceiling fan of 1400mm. sweep complete erected in position as per specification no. FG-FN/CF

Supplying and erecting 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 Supplying and erecting fan hook box of 10 mm M.S. round bar bounded to the R.C.C. bars upto 50 mm length each side and pierced through a 16 S.W.G. thick aluminium/M.S. Bowl 100 mm dia. or equivalent square size and having depth upto 75 mm complete erected with duly painted by one coat of red oxide paint and two coats of paint erected in position and without any leakage of slurry of cement concrete on either side of the box and positioned to the bottom level of the slab.

Supplying, erecting, testing and commissioning of Supplying, erecting, testing and commissioning of self contained water cooler 230/250V 50Hz nominal cooling capacity of 80 litres per hour and storage capacity 120 litres with partially stainless steel body as per specification no. AP-WCR/WC22

Supplying and erecting 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)

Providing and erecting Providing and 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 and erecting Providing and erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 6 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no SW-SWR/MCCBPB. (Excluding MCCBs)

Providing and erecting Providing and 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.

Providing and erecting Providing and erecting incoming and outgoing cable alleys suitable for MCCB panel board with door, 250A incoming and 6 way outgoing or 400A incoming and 4 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.

Providing and erecting Providing and erecting prewired meter module suitable for MCCB panel board with CTs and emfs VIF meter.

Providing and erecting Providing and erecting 4 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 and erecting Providing and 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

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

Supplying, erecting and marking Supplying, erecting and 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 and marking Supplying, erecting and 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 and erecting Supplying and erecting triple pole and neutral distribution board (TPNDB), 3 pole/ 4 pole MCCB as incomer & outgoing SP MCB (12 poles) or TP MCB of 4 ways (12 poles), with door, 1.2mm thickness, surface/flush mounted, on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB1

Supplying, erecting & terminating Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 16 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 Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 35 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, installing, testing and commissioning of Supplying, installing, testing and commissioning of split type variable speed inverter technology with minimum 3 to 1 convertible mode for compressor, room air conditioning unit 1.3TR to 1.6TR capacity having ISEER minimum 5.00 suitable to operate on 250V, 50 Hz, A.C. supply having 1 no of air handling unit hi-wall/floor mounting type complete with refrigerant R32 having copper condenser, minimum 2.5PM filter, self diagnosis feature, stabilizer free operation & temperature display on indoor unit, noise level maximum 50dBA at position as per specification no. APAC/ WAC

Supplying, installing, testing and commissioning of Supplying, installing, testing and commissioning of split type variable speed inverter technology with minimum 3 to 1 convertible mode for compressor. room air conditioning unit 1.7TR to 2.0TR capacity having ISEER minimum 5.0 suitable to operate on 250V, 50 Hz, A.C. supply having 1 no of air handling unit hi-wall/floor mounting type complete with refrigerant R32 having copper condenser, minimum 2.5PM filter, self diagnosis feature, stabilizer free operation & temperature display on indoor unit, noise level maximum 50dBA at position in provided recess with wooden frame complete specification no. AP-AC/WAC

Carrying out 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.( Reduce Rate by 10% as per Note )

Supplying and erecting Supplying and erecting seamless outside & inside, smooth, dry and clean copper pipe with ROHS compliant suitable for refrigerant having 22SWG thickness and inner dia/size 16mm complete.

Supplying and erecting Supplying and erecting seamless outside & inside, smooth, dry and clean copper pipe with ROHS compliant suitable for refrigerant having 22SWG thickness and inner dia/size 22mm complete.

Supplying and erecting 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 16 mm for solar water heater/AC system.

Supplying and erecting 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 Supplying and erecting HMS PVC conduit FRLS grade 20 mm dia. with necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC

Supplying and erecting 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.(19x8 nos = 152)

Providing Providing 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 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.

Sub Work 2 Supplying and erecting Supplying and erecting G.I. pipe pole ‘B’ class 80 mm dia 6 m long with pole cap, base plate in provided foundation as per specification no. OH-PL/GIP

Making cement concrete foundation including excavation ( 45 x 45 x 120 ) cm deep in 1:3:6 cement concrete, 20 to 25 mm stone metal, (45 x 45 x 45) cm / 45 cm dia. x 45 cm height plinth duly plastered, with necessary curing and finishing complete. (for 6 m pole) [16-3-2]

Supplying and erecting Supplying and erecting Street light bracket for erection of side entry fitting on pole with 40 mm. dia. ‘B’ class G.I. pipe of required length complete as per specification no. FG-BKT/SLB

Supplying and erecting Supplying and erecting FRP box of size 150mm x 125mm x 100 mm, 2.7 mm thick complete on pole/wall as per specification No. CB-SB

Providing 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

Supplying, erecting & terminating Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V 2 core 4 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) 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 and erecting Supplying and erecting G.I. pipe ‘A’ class 40 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE

Supplying and erecting 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 and erecting Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV

Supplying and erecting Supplying and erecting Gate/garden light fitting with 300mm dia. glass bowl suitable for upto 12W LED Lamp on provided pipe as per specification No. FG-ODF/GLT

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

Supplying, erecting & terminating Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 3½ core 185 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 ( 130 m x 2 run = 260 mtr standby )

Supplying, erecting & terminating Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 3½ core 120 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 ( Feeder piller to Hospital and truma 135 + 135 = 270 )

Supplying and erecting 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

Providing Providing 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 ( Feeder piller - 2 , DG - 5 , )

Supplying and laying (including excavation) 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. ( for 185sq mm -- 220mtr 120 sq mm - 210 )

Making cement concrete foundation in 1:3:6 cement concrete (20 to 25) mm. stone metal duly plastered with necessary curing for complete. ( 0.3 x 0.6 x 1 = 0.18 cu mtr x 2 = 0.36 cu mtr ). [16-3-7]

diesel generating set with alternator of 200 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 34.40 Ltr/hr @75% loading. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters, 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(A) at 1.0 m, provided with first filling of oil, diesel not less than 300 Ltr etc. on provided M20 Grade CC Foundation as per specification no. GEN-DG [11-1-17]

microprocessor based AMF panel suitable for diesel generating set of above 180 kVA up to 200 kVA capacity Three phase, 415 Volts, 50Hz A.C. with all standard features, safeties etc as per specification no. GEN-AMF. [11-2-14]

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.( 6 x 2.5 x 1 = 15 ) [16-1-5]

Making cement concrete foundation in 1:2:4 cement concrete with foundation bolts and nuts complete. (cost of wooden box is included) (6 x 2.5 x 2 = 30). [16-3-5]

Supplying and erecting Supplying and erecting four pole ON LOAD change over switch, 415V, 315-320A, open execution having staggered termination, phase barrier, shroud termination and terminal cover along with auxiliary contacts and ready to upgrade with fuse protection kit, operational current category AC23A complying to IS/IEC 60947-3 Part-1/3.

Supplying and erecting 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 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 ( 2 Way Dpan to Feeder Piller Through DG )

Sub Work 3 SITC of Electric Traction Passenger cum Stretcher/Hospital Lift with · Rated capacity :- 20 Passenger/1360Kg · Floors :- G+3 floor (4 Stops/4 Landings) · Travel :- 3 to 4.2 mtrs · Location of Lift Machine:- MR/MRL · Rated speed :- 1.0mps VS · Car/Landing door clear opening of 1200 mm wide x 2000 mm high · Clear Car size of 1450 mm wide x 2400 mm deep x 2250mm high · Lift shaft available having clear size of 2460 mm wide x 3000 mm deep 1500 mm Pit depth 1500 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. · ARD complete with necessary SMF VRLA batteries. · Fireman controller having fireman switch at fire Landing. · CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for min. 90 days with min. 20" FHD TV monitor to be kept in FCC/LMR as directed by Engineer In Charge. · Lift Machine of Gearless PMSM of suitable kW with duty cycle of minimum 120 starts/hr (with submission of necessary valid test certificate issued by NABL accredited or Independent test laboratory) with Traction pulley OSG electromagnetic brakes entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves suspension wire ropes/belts of adequate size & strength. · Other mechanical parts such as T section adequate size guide rails for car & counter weight with brackets fasteners counter weight frame with necessary blocks buffers with necessary support arrangement MS pit ladder etc. erected with necessary steel work. · Minor civil work such as alteration work if any necessary for erection of landing door frames and its accessories e.g. sill header hole pass etc complete with plaster finish civil work for erection buffers erection of lift machinery adequate size core cuts if required & scaffolding for erecting guide rails providing and fixing steel girders/RCC work having adequate strength for mounting and hoisting lift machine etc. complete as per specification no. LFT. "· 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." Add On A- For Lift having 1100mm 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, travelling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of lift installation complete. (2031457.05 + (163703.40 x 2 ) = 2358863.85 ) [17-1-10]

SITC of Electric Traction Passenger cum Stretcher/Hospital Lift with · Rated capacity :- 20 Passenger/1360Kg · Floors :- G+1 floor (2 Stops/2 Landings) · Travel :- 3 to 4.2 mtrs · Location of Lift Machine:- MR/MRL · Rated speed :- 1.0mps VS · Car/Landing door clear opening of 1200 mm wide x 2000 mm high · Clear Car size of 1450 mm wide x 2400 mm deep x 2250mm high · Lift shaft available having clear size of 2460 mm wide x 3000 mm deep 1500 mm Pit depth 1500 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. · ARD complete with necessary SMF VRLA batteries. · Fireman controller having fireman switch at fire Landing. · CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for min. 90 days with min. 20" FHD TV monitor to be kept in FCC/LMR as directed by Engineer In Charge. · Lift Machine of Gearless PMSM of suitable kW with duty cycle of minimum 120 starts/hr (with submission of necessary valid test certificate issued by NABL accredited or Independent test laboratory) with Traction pulley OSG electromagnetic brakes entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves suspension wire ropes/belts of adequate size & strength. · Other mechanical parts such as T section adequate size guide rails for car & counter weight with brackets fasteners counter weight frame with necessary blocks buffers with necessary support arrangement MS pit ladder etc. erected with necessary steel work. · Minor civil work such as alteration work if any necessary for erection of landing door frames and its accessories e.g. sill header hole pass etc complete with plaster finish civil work for erection buffers erection of lift machinery adequate size core cuts if required & scaffolding for erecting guide rails providing and fixing steel girders/RCC work having adequate strength for mounting and hoisting lift machine etc. complete as per specification no. LFT. "· 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." [17-1-10]

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

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

Supplying and erecting 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 and erecting 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.

Point wiring 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

Wiring 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 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 Supplying and erecting green colour earthing with 1x 2.5 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, erecting & terminating Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 3 core 4 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( For Bulkhead and Board )

Supplying and erecting Supplying and 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

Supplying and erecting Supplying and erecting single pole and neutral distribution board (SPNDB), with 2 ways for incoming and 2 ways (2 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 and marking Supplying, erecting and 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 and marking Supplying, erecting and marking four pole isolators only switch version of miniature circuit breakers of 63A in provided distribution board.

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

Providing Providing earthing with copper earth plate size 30 x 30 x 0.315 cm complete with all materials, testing & recording the results as per specification no. EA-EP

Supplying and erecting Supplying and erecting annealed bare copper wire of high purity of required sizes used for earthing on wall with necessary copper clamps fixed on wall/cable/conduit with screws complete.

Supplying, erecting & terminating Supplying, erecting & terminating 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 and Commissioning of Supplying, Erecting and Commissioning of 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, Erecting and Commissioning of Supplying, Erecting and Commissioning of 4 pole RCCB 40A, electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB

Supplying and erecting Supplying and 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.

Sub Work 4 ( Fire Fighting ) (13.1.5) Supplying, installation, testing and commissioning of main fire pump (MFP / EP) suitable for water discharge of 2280 to 2850 LPM at 90 to 70 m head driven by electric motor 415 volts, 3 phase 50 Hz, AC supply of 55kW or of suitable kW capacity for manual/automatic operation and consisting of following : (a) Horizontal type, single stage, centrifugal/split casing pump of cast iron body & bronze 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/SSC/EP

Main fire Pump (13.4.2) Supplying, installation, testing and commissioning of main fire pump (MFP/DP) suitable for water discharge of 2280 to 2850 LPM at 90 to 60 m head driven by 76 HP or suitable HP capacity diesel engine at required working speed suitable for manual/automatic operation and consisting of following : (a) Horizontal type, single stage, centrifugal casing pump of cast iron body & bronze impeller with stainless steel shaft(SS410 grade), mechanical seal conforming to IS 1520. (b) Water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12/24 volts DC electric starting equipment with battery of required AH capacity with necessary charger suitable to work on 230v, 50Hz AC supply, diesel tank of minimum 150ltr capacity with first filling of diesel up to 100% level with necessary piping with valves up to engine , exhaust pipe extended up to 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications etc. as required. (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 engine assembly and 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/SSC/DP

Supplying, installation, testing and commissioning of jockey fire pump (JP) suitable for water discharge of 180 to 240 LPM at 90 to 70 m head driven by electric motor 415 volts, 3 phase 50 Hz, AC supply of 9.3 kW or of suitable kW capacity for manual/automatic operation and consisting of following : (a) Horizontal/vertical type, multi stage, centrifugal casing pump of cast iron body & bronze 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 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/JP

Supplying and erecting G.I. pipe ‘C’ class ERW 200 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 100 mm (13.6.6) 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 200 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 200 mm dia cast iron double flange ball type NRV complete with PN16 pressure rating, as per specification no. FF-VL/NRV

Butterfly Valve 100 mm (13.7.20) 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

NRV 100 mm dia (13.7.24) 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 200 mm dia cast iron foot valve ball type/flap type with strainer for negative suction complete as per specification no. FF-VL/FV

Supplying and erecting 200 mm dia. cast iron double flange sluice valve complete with PN16 pressure rating, as per specification no. FF-VL/SV

(13.8.12) Supplying and erecting 300 mm dia 1.5m in height air vessel / tank fabricated from min 5mm thick M.S. sheet complete as per specification no. FF-FFA/ACT

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

Cable Tray 150 mm (7.11.1) Providing & erecting hot dipped galvanised ladder type cable tray manufactured from 16 SWG (1.6 mm thick) GI sheet of 150 mm width & 100 mm height comprising all required standard accessories.

Arm. cable 3½ core 95 sq. mm. (7.1.19) Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 95 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, 3 core 50 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

Mains 2x2.5 sq.mm (1.3.2) 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

Mains 2x1.5 sq.mm (1.3.1) 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, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 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 installing one piece moulded HDPE / fibre water tank for negative suction only, having capacity 1000 litres fitted with necessary accessories complete as per specification no. FF-FFA/PT

G.I. Pipe ERW 25 mm (13.6.2) Supplying and erecting G.I. pipe ‘C’ class ERW 25 mm dia with necessary fittings complete as per specification no. FF-PP

Gate Valve (13.7.32) 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 200 mm dia Cast Iron end line strainer of Y-type flanged end pattern, PN16 pressure rating, screen of SS 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

Iron Work (6.1.19) 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.

COURTYARD SYSTEM FOR ENTIRE PROJECT G.I. Pipe ERW 150 mm (13.6.7) Supplying and erecting G.I. pipe ‘C’ class ERW 150 mm dia with necessary fittings complete as per specification no. FF-PP

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

Providing coating of bitumen paint & 4mm thick wrapping for underground 150 mm ring main of fire fighting system.

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

Supplying and erecting M.S./CRCA cabinet for housing Fire Brigade / SIEMESE connections (size 1250 x 400 x 300 mm.) made from 16 SWG sheet and angle iron 25 mm. x 25 mm. x 4 mm. having front doors with viewing glass (8" x 6") 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 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 150 mm dia fire brigade header suitable for supplying water in fire tank complete as per specification no. FF-FA/FBC

Butterfly Valve 150 mm (13.7.21) Supplying and erecting 150 mm dia. cast iron double flange butterfly valve of size complete with PN16 pressure rating, as per specification no. FF-VL/BFV

Supplying & erecting ABC fire extinguisher of 6 kg. capacity with necessary clamp made from 50 x 6 mm. M. S. flat with nut & bolts routed in wall complete.

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.

WET RISER SYSTEM-50 BEDED HOSPITAL BUILDINGG.I. Pipe ERW 150 mm (13.6.7) Supplying and erecting G.I. pipe ‘C’ class ERW 150 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 100 mm (13.6.6) 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 stainless steel single outlet hydrant valve fitted with necessary accessories complete as per specification no. FF-VL/HV

Cabinet (13.8.18) 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 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 150 mm dia fire brigade header suitable for supplying water in fire tank complete as per specification no. FF-FA/FBC

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

Butterfly Valve (13.7.20) 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

NRV 100 mm dia (13.7.24) 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 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. 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 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, installation, testing and commissioning of booster fire pump [BP] suitable for water discharge of 450 LPM at 35 m head driven by electric motor 415 volts, 3 phase 50 Hz, AC supply of 5.5 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 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

D.O.L Starter (12.4.2) Supplying & erecting D.O.L Starter suitable for 415 V, 3 phase 50 cycles with no volt coil and overload element with necessary materials and connected to supply up to 7.5 H.P.

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 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

MCCB 03 Pole (5.5.1) Providing & erecting 3 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

WET RISER SYSTEM-TRUMA CENTRE G.I. Pipe ERW 150 mm (13.6.7) Supplying and erecting G.I. pipe ‘C’ class ERW 150 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 100 mm (13.6.6) 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 stainless steel single outlet hydrant valve fitted with necessary accessories complete as per specification no. FF-VL/HV

Cabinet 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 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 150 mm dia fire brigade header suitable for supplying water in fire tank complete as per specification no. FF-FA/FBC

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

Butterfly Valve (13.7.20) 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

NRV 100 mm dia (13.7.24) 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 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. 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 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, installation, testing and commissioning of booster fire pump [BP] suitable for water discharge of 450 LPM at 35 m head driven by electric motor 415 volts, 3 phase 50 Hz, AC supply of 5.5 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 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

D.O.L Starter (12.4.2) Supplying & erecting D.O.L Starter suitable for 415 V, 3 phase 50 cycles with no volt coil and overload element with necessary materials and connected to supply up to 7.5 H.P.

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 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

MCCB 03 Pole (5.5.1) Providing & erecting 3 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

SPRINKLER SYSTEM FOR (50 BEDED HOSPITAL) Quartzoid Bulb Sprinkler (13.12.1) Supplying, erecting, testing and commissioning of quartzoid bulb sprinkler, 15 mm (½") dia. NBCM Body chrome finished, 68º C fixed temperature rating with deflector disc of conventional construction complete as per specification no. FF-SPR.

G.I. Pipe ERW 150 mm (13.6.7) Supplying and erecting G.I. pipe ‘C’ class ERW 150 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 100 mm (13.6.6) Supplying and erecting G.I. pipe ‘C’ class ERW 100 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 75/80 mm (13.6.5) Supplying and erecting G.I. pipe ‘C’ class ERW 75/80 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 50 mm (13.6.3) Supplying and erecting G.I. pipe ‘C’ class ERW 50 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 25 mm (13.6.2) Supplying and erecting G.I. pipe ‘C’ class ERW 25 mm dia with necessary fittings complete as per specification no. FF-PP

Butterfly Valve 150 mm (13.7.21) Supplying and erecting 150 mm dia. cast iron double flange butterfly valve of size complete with PN16 pressure rating, as per specification no. FF-VL/BFV

Butterfly Valve 100 mm (13.7.20) 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

Butterfly Valve 50 mm (13.7.17) Supplying and erecting 50 mm dia. cast iron double flange butterfly valve of size complete with PN16 pressure rating, as per specification no. FF-VL/BFV

SPRINKLER SYSTEM FOR (TRUMA CENTER) Quartzoid Bulb Sprinkler (13.12.1) Supplying, erecting, testing and commissioning of quartzoid bulb sprinkler, 15 mm (½") dia. NBCM Body chrome finished, 68º C fixed temperature rating with deflector disc of conventional construction complete as per specification no. FF-SPR.

G.I. Pipe ERW 150 mm (13.6.7) Supplying and erecting G.I. pipe ‘C’ class ERW 150 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 100 mm (13.6.6) Supplying and erecting G.I. pipe ‘C’ class ERW 100 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 75/80 mm (13.6.5) Supplying and erecting G.I. pipe ‘C’ class ERW 75/80 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 50 mm (13.6.3) Supplying and erecting G.I. pipe ‘C’ class ERW 50 mm dia with necessary fittings complete as per specification no. FF-PP

G.I. Pipe ERW 25 mm (13.6.2) Supplying and erecting G.I. pipe ‘C’ class ERW 25 mm dia with necessary fittings complete as per specification no. FF-PP

Butterfly Valve 150 mm (13.7.21) Supplying and erecting 150 mm dia. cast iron double flange butterfly valve of size complete with PN16 pressure rating, as per specification no. FF-VL/BFV

Butterfly Valve 100 mm (13.7.20) 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

Butterfly Valve 50 mm (13.7.17) Supplying and erecting 50 mm dia. cast iron double flange butterfly valve of size complete with PN16 pressure rating, as per specification no. FF-VL/BFV

ADDRSSABLE FIRE ALARM DETECTION SYSTEM (50 BEDED HOSPITAL) Supplying, installing, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the 1 loop capacity and capable of supporting upto 250 devices and detectors per loop, with on-board LCD display with min 16 lines of text, operating at 230 V 50 HZ - AC with inbuilt Battery Backup of a minimum 24 hours in normal condition and 30 min in alarm condition, suitable provision for network connectivity, interfacing with third party equipment via a MODBUS/ OPC/ L-ON interface etc. conforming to IS 15908:2021, IS 2189: 2008, EN 54 & VDS / FM/ UL 864 (10th edition) with 3 years replacement warranty FF-AFAS/CP.

Supplying, installing, testing and commissioning of repeater panel with suitable battery backup of a minimum of 24 hours in normal condition and 30 min in alarm condition, 80 backlit alphanumeric LCD display with inbuilt buzzer to indicate fault/fire alarm, manual control keys for silence/mute and to reset the FACP from the repeater station. Panel size shall not more than 175 x 275 x 65 mm conforming to EN 54 or UL approved with 3 years equipment replacement warranty FF-AFAS/RP

Supplying, installing, testing and commissioning of addressable manual call points ( break glass type/pull station type), made of addressable break glass plastic square in shape surface/flush mounted with "Break Glass" massage embedded on the glass, complete erected with mounting base and required accessories conforming to EN 54 or UL listed with 3 years equipment replacement warranty FF-AFAS/MCP.

Supplying, installing, testing and commissioning of addressable horn cum strobe sound/ hooter, output frequency 500 to 1000 Hz with dB as per Chart given in IS 15908:2021, with flashing at 1 Hz over the strobe’s entire operating voltage range EN 54, conforming to IS 2189: 2008, IS 15908:2021 standards with 3 years equipment replacement warranty FF-AFAS/SSH.

Supplying, installing, testing and commissioning of addressable optical smoke detector, single/twin LED’s with 360 degree view, suitable for low voltage 15 to 32 V DC two wires supply, in-built locking mechanism to check the removal and pilferage of the detector, in built isolation mode, start up current 300µA and alarm condition current shall be maximum 6.5 mA, operating temperature 0°C to 50°C, humidity 0-95% RH, IP 41, conforming to IS 2189: 2008, 11360_1985_Reff2020 EN 54 or UL Approved with 3 years equipment replacement warranty FF-AFAS/SD .

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 ( Note Add 2 % )

Supplying, installing, testing and commissioning of addressable fire control/relay module complete as required, with 3 years equipment replacement warranty conforming to IS 5051Part 2 (Sec 1 to 3) : 1982 reed relays, EN 54 or UL Listed FF-AFAS/CRM

Supplying, installing, testing and commissioning of addressable fire isolator module complete as required. EN 54 /FM or UL Listed with 3 years equipment replacement warranty conforming to IS 5051Part 2 (Sec 1 to 3) : 1982 Reed relays FF-AFAS/ISM

SMF Battery (3.8.7) Supplying and erecting 12V/7Ah -7.5Ah SMF battery with battery terminal wire, duly charged with 12 months warranty complete

ADDRSSABLE FIRE ALARM DETECTION SYSTEM (TRUMA CENTRE) Supplying, installing, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the 1 loop capacity and capable of supporting upto 250 devices and detectors per loop, with on-board LCD display with min 16 lines of text, operating at 230 V 50 HZ - AC with inbuilt Battery Backup of a minimum 24 hours in normal condition and 30 min in alarm condition, suitable provision for network connectivity, interfacing with third party equipment via a MODBUS/ OPC/ L-ON interface etc. conforming to IS 15908:2021, IS 2189: 2008, EN 54 & VDS / FM/ UL 864 (10th edition) with 3 years replacement warranty FF-AFAS/CP.

Supplying, installing, testing and commissioning of repeater panel with suitable battery backup of a minimum of 24 hours in normal condition and 30 min in alarm condition, 80 backlit alphanumeric LCD display with inbuilt buzzer to indicate fault/fire alarm, manual control keys for silence/mute and to reset the FACP from the repeater station. Panel size shall not more than 175 x 275 x 65 mm conforming to EN 54 or UL approved with 3 years equipment replacement warranty FF-AFAS/RP

Supplying, installing, testing and commissioning of addressable manual call points ( break glass type/pull station type), made of addressable break glass plastic square in shape surface/flush mounted with "Break Glass" massage embedded on the glass, complete erected with mounting base and required accessories conforming to EN 54 or UL listed with 3 years equipment replacement warranty FF-AFAS/MCP.

Supplying, installing, testing and commissioning of addressable horn cum strobe sound/ hooter, output frequency 500 to 1000 Hz with dB as per Chart given in IS 15908:2021, with flashing at 1 Hz over the strobe’s entire operating voltage range EN 54, conforming to IS 2189: 2008, IS 15908:2021 standards with 3 years equipment replacement warranty FF-AFAS/SSH.

Supplying, installing, testing and commissioning of addressable optical smoke detector, single/twin LED’s with 360 degree view, suitable for low voltage 15 to 32 V DC two wires supply, in-built locking mechanism to check the removal and pilferage of the detector, in built isolation mode, start up current 300µA and alarm condition current shall be maximum 6.5 mA, operating temperature 0°C to 50°C, humidity 0-95% RH, IP 41, conforming to IS 2189: 2008, 11360_1985_Reff2020 EN 54 or UL Approved with 3 years equipment replacement warranty FF-AFAS/SD .

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

Supplying, installing, testing and commissioning of addressable fire control/relay module complete as required, with 3 years equipment replacement warranty conforming to IS 5051Part 2 (Sec 1 to 3) : 1982 reed relays, EN 54 or UL Listed FF-AFAS/CRM

Supplying, installing, testing and commissioning of addressable fire isolator module complete as required. EN 54 /FM or UL Listed with 3 years equipment replacement warranty conforming to IS 5051Part 2 (Sec 1 to 3) : 1982 Reed relays FF-AFAS/ISM

SMF Battery (3.8.7) Supplying and erecting 12V/7Ah -7.5Ah SMF battery with battery terminal wire, duly charged with 12 months warranty complete

PA SYSTEM (50 BEDED HOSPITAL & TRUMA CENTRE) Amplifier Supplying, erecting, testing and commissioning 120 W amplifier suitable to operate on 230 Volts A.C. / 12 Volts D.C. supply complete as per specification no. FF-PA/AFR

Sound Column Supplying, erecting, testing and commissioning 15 to 30 Watts sound column or ceiling mounted complete as per specification no. FF-PA/SOC

Microphone Supplying, erecting, testing and commissioning stand mounted/handheld type wired microphone having 2 mV/Pa sensitivity, impedance level limit 300 ohms and 50 - 16000 Hz suitable to operate in -10 deg C to +55 deg C with min. 7 metre shielded cable and 3 Pin Professional XLR Connector, stereo jack complete as per specification no. FF-PA/MIC

Microphone Stand Supplying, erecting, testing and commissioning rust free microphone floor stand of chrome plating/powder coating or S.S. material , 500 mm to 1500 mm height and sturdy mechanism ensuring trouble free movement complete.

2 Core Shielded Cable Supplying, erecting, testing and commissioning of 2 core shielded cable complete as per specification no. FF-PA/MCC

C.C. Foundation Making cement concrete foundation in 1:2:4 cement concrete with foundation bolts and nuts complete. (cost of wooden box is included) (for pumps).

Providing Round bottom fire bucket of 9 Litres capacity as per IS : 2546 made out of 24 gauge G.I. sheet with extra handle at bottom duly painted white inside and red outside with FIRE Mark, on provided stand/ wall hook complete.

Providing Floor mounting stand for keeping 4 Nos. of FIRE buckets 1500mm in length, 900mm in height frame made out of 30x30x4 mm angle iron with cross supports for legs, welded with 4 hooks and duly painted with one coat of red lead and two coats of silver paint complete.

Core Cutting 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. ( Reduce Rate By 30% as per Note )

Galvanized Iron Earth Plate Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP

Supplying & Installation auto glow fire singnages, fire extinguisher, fire exist, hose box & other

Sub Work 5 Supplying and fixing Supplying and fixing 9U wall mount rack (Dimension-DxWxH – 500x600x500 mm) as per specification No. WG-NAS/RAK

Supplying, installing & testing Supplying, installing & testing UTP connector (RJ-45) as per specification No. WG-NAS/UTPC.

Supplying and installing Supplying and installing cat-6 cable suitable for networking as per specification no. WG-COC/NC

Supplying, fixing, and configuring 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 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.

Supplying and erecting 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

Supplying and erecting Supplying and erecting HMS PVC conduit FRLS grade 32 mm dia. with PVC accessories on wall / ceiling as per specification No: WG-MA/CON.

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

Supplying and erecting Supplying and erecting 12V/26Ah SMF battery with battery terminal wire, duly charged with 24 months warranty complete

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

Supplying and installing 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 and erecting Supplying and erecting Supplying & erecting 43" professional LED display with 1920*1080 (Full HD) Display suitable for 16/32 channel NVR and following features Brightness: minimum 500 Cd/m2 Contrast Ratio: minimum 1000:1 Viewing angle: 178/178 deg. Response time: maximum 8 ms Inputs: HDMI VGA BNC USB Audio In Built-in speakers maximum 10 W Suitable to operate on 100-240 V 50 Hz AC supply and 24/7 Duty Cycle duly erected on wall or table top with standard accessories like wall mount stand and wiring connections etc. complete as per specifications no. CCTV-MON

Supplying and erecting Supplying and erecting Supplying installing testing & commissioning of 32/40 Ch Network Video Recorder (NVR) suitable connect Min. 32 IP Cameras up to 5 Megapixel Resolution with HDMI1/VGA1 outputs provided Atleast one HDMI output of 4K resolution atleast one VGA output with output up to 1920x1080 Support H.265 or higher H.264 MJPEG Supports Redundant Dual Power Incoming Bandwidth 320 Mbps with minimum 8 SATA ports ANR Technology 8 SATA interfaces for 8 HDDs and capacity of each HDD up to 8TB minimum 02 USB port Alarm I/O 16/4 RJ-45 10/100/ 1000 Mbps selfadaptive Ethernet interface support multibrand network Cameras ONVIF conformance Multiple network monitoring: Web viewer .support protocol TCP/IP DHCP DNS DDNS NTP SADP SMTP NFS iSCSI UPnP™ HTTPS.RoHS UL CE FCC certified. duly erected in provided U Rack with wiring connections tagging and programming etc. complete as per specifications no. CCTV-NVR

Supplying and erecting Supplying and erecting Supplying & erecting 8 TB internal Surveillance HDD suitable for SATA Port of NVR interface transfer rate 6 GB/S maximum sustained transfer rate 210MB/Sec to 213 MB/S. Drive bay supported 08+ Cameras supported up to 64 Cache (MB) 256 Load/Unload Cycle -3000000 Work Load Rating per Year180TB MTBF 1000000 Hrs. HTTPS. RoHS UL CE certified duly erected in position in provided NVR as per specification no. CCTV-HDD

Supplying and erecting Supplying and erecting Supplying & erecting of High definition 4/5 Megapixel IP IR Dome Camera with following features Image Sensor : minimum 1/2.8" Progressive Scan CMOS Video Resolution : minimum 2592 x 1520 Video Compression : H.264 H.265 or higher at least Three individually configurable stream Frame rate : minimum 25 fps at all resolutions WDR : minimum 120 dB Wide Dynamic Range ONVIF profile conformant minimum IR distance : 50m Lens Type : 2.8/4/6 mm Lens fixed focal Field of View : 2.8 mm horizontal FOV 107° vertical FOV 57° diagonal FOV 129° 4 mm horizontal FOV 86° vertical FOV 47° diagonal FOV 102° 6 mm horizontal FOV 55° vertical FOV 29° diagonal FOV 65° Lux sensitivity - minimum 0.2 Lux at color minimum 0.05 Lux at Black & White 0.0 Lux (IR) Night Vision Distance minimum IR - 50m. Camera minimum Adjustment Angles - Pan : 350° Tilt : 72° Rotate : 350°. Power Supply : Support 12VDC & PoE IP67 IK10 - Vandal Resistant. Built in micro SD/SDHC/SDXC card slot of minimum 128 GB Built in microphone. minimum Input/Output - Audio in × 1 Audio Out × 1 Alarm in × 1 Alarm Out × 1. Image Settings : Rotate mode saturation brightness contrast sharpness gain white balance. Image Enhancements : Day/Night-Auto (ICR)/Color/Black & White 3D Digital Noise Reduction Automatic White Balanc

Supplying, installing, testing and commissioning of 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 Supplying and erecting 16/20 mm (ID/OD) Chlorinated polyvinyl chloride pipe (CPVC), thickness 2.0 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 Supplying and erecting GI pipe 40 mm dia B class 4.05 mm thickness with resin bonded flap rock wool /glass wool insulation, with necessary material as per specification No. ESD-HWP/TGP

Supplying and erecting 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. ( 450kg for Solar tank + 25kgx4 for inverter )

Providing and fixing 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, installing, testing and commissioning of Supplying, installing, testing and commissioning of 15 kWp ON-GRID Solar PV System / Plant consisting Solar PV Poly Crystalline Panel (335 Wp X 45 Nos.) and Solar ON-GRID Inverter of similar capacity (THD<3%) with interconnecting wires / cables up to solar ON GRID inverter, proper base plate, canopy box to house Inverter and necessary accessories i.e. ACDB/ DCDB , MCB etc. wiring up to solar Inverter in casing and capping, display board, sign board, two distinct earthing, lightning arrester, liaisoning charges, remote monitoring system with maintaining card/chip for 5 years including net charges for RMS System, complete up to net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract as per Specification no. ESD-RT-ONG

Supplying, erecting and marking Supplying, erecting and 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 and erecting Supplying and 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 Supplying and erecting Three phase smart energy meter DLMS compliance with 3x240V 50 cycles AC supply 10-60 A, ISI mark, accuracy class 1.0 with backlit LCD display, measuring & display V, I, kW, kWh, PF, kVA, kVAr, MD, day, week, month & with communication module configurable for GSM/Wi-Fi, IrDA/Bluetooth, complete provided panel with calibration certificate from manufacturer & duly wired with required size of PVC wires.

Supplying, erecting & terminating Supplying, erecting & terminating 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

Providing Providing earthing with copper earth plate size 30 x 30 x 0.315 cm complete with all materials, testing & recording the results as per specification no. EA-EP

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

Supplying and erecting Supplying and erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on provided foundation complete.

Supplying and erecting Supplying and erecting 50 kVAr, 440 V 3 phase, 50 Hz., Contactor Logic & Intelligent Relay micro APFC passive filter panel, consisting of suitable steps of APP/MPP type capacitor units with Detuned (harmonic filter) reactors of suitable rating , APFC panel shall be compliance to IEC 61439 and power quality IEC 61921 standard as per specification no CP-ED/APFC

Supplying and erecting Supplying and erecting minimum Three & above star rated submersible pump set suitable for erection on open well of 2.25 KW/3 HP with 415 V 50 c/s. A.C. supply, having delivery head from 27 to 9 m and discharge from 300 to 660 litres. per minute & pipe of Suction 65mm /Delivery 50 mm diameter erected with necessary H type clamps as per specification No. WP-OSP

Supplying and erecting 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 and erecting Supplying and 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 and erecting Supplying and 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 and erecting Supplying and 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. ( 2 sq mtr for starter + 2x 6Nos for inverter )

Supplying, erecting and marking Supplying, erecting and 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 & terminating Supplying, erecting & terminating FR XLPE insulated, galvanised 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 and erecting 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

Providing 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

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

Supplying and erecting 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, installing, testing and commissioning of Supplying, installing, testing and commissioning of single phase, 230V, 50 Hz, 2500 VA digital pure sine wave inverter with backup time of ........ hrs. based on Insulated Gate Bipolar Transistor (IGBT) technology complete as per specification no. AP-INV

Supplying and erecting Supplying and erecting 12V/200Ah tubular battery with battery terminal wire, duly charged with 36 months warranty complete

M/s Shah Construction, Karad