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| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery of the area.Specification No : MoRTH 201 |
| 2 | 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 MeansSpecification No : Bd.A.1Specification Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. |
| 3 | 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 MeansSpecification No : Bd.A.2Specification Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. |
| 4 | Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling, ramming, watering including shoring the strutting excetra complete. (Lift upto 1.5 metre) By Mechanical MeansSpecification No : Bd.A.3Specification Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. |
| 5 | Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. By Mechanical Means (Lift from 1.5 metre to 3.0 metre)Specification No : Bd.A.3Specification Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. |
| 6 | Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling, with available earth, murum, ramming, watering including shoring and strutting excetra complete. By Mechanical Means (Lift from 1.5 metre to 3.0 metre)Specification No : Bd.A.4Specification Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. |
| 7 | 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 paperAdditional 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. |
| 8 | 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, thedifference 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. |
| 9 | 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, thedifference 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. |
| 10 | Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for steps including steel centering, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).Specification No : Bd.E.2 ,B-7Specification Page No : 288 ,38-40Additional 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. |
| 11 | 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-7Specification Page No : 298 ,38-40Additional 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. |
| 12 | Providing and laying Cast in situ / Ready Mix cement concrete M-30 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-7Specification Page No : 298 ,38-40Additional 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. |
| 13 | 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-7Specification Page No : 300 ,38-40Additional 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. |
| 14 | For First FloorSpecification No : As per Item No 13aAdditional Specifications : As per Item No 13a |
| 15 | Providing and laying cast in situ / Ready Mix cement conrete M-30 of trap metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including 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). 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 natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (using ARTIFICIAL SAND).Specification No : Bd.F.5 ,B-7Specification Page No : 300 ,38-40Additional 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. |
| 16 | For First FloorSpecification No : As per Item No 14aAdditional Specifications : As per Item No 14a |
| 17 | For 2nd FloorSpecification No : As per Item No 14aAdditional Specifications : As per Item No 14a |
| 18 | For 3rd FloorSpecification No : As per Item No 14aAdditional Specifications : As per Item No 14a |
| 19 | 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-7Specification Page No : 300-301 ,38-40Additional 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. |
| 20 | For First FloorSpecification No : As per Item No 15aAdditional Specifications : As per Item No 15a |
| 21 | For 2nd FloorSpecification No : As per Item No 15aAdditional Specifications : As per Item No 15a |
| 22 | Providing and laying cast in situ / Ready Mix cement concrete M-30 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-7Specification Page No : 300-301 ,38-40Additional 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. |
| 23 | For First FloorSpecification No : As per Item No 16aAdditional Specifications : As per Item No 16a |
| 24 | For 2nd FloorSpecification No : As per Item No 16aAdditional Specifications : As per Item No 16a |
| 25 | For 3rd FloorSpecification No : 4As per Item No 16aAdditional Specifications : As per Item No 16a |
| 26 | 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-7Specification Page No : 303-304 ,38-40Additional 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. |
| 27 | For First FloorSpecification No : As per Item No 17aAdditional Specifications : As per Item No 17a |
| 28 | For 2nd FloorSpecification No : As per Item No 17aAdditional Specifications : As per Item No 17a |
| 29 | For 3rd FloorSpecification No : As per Item No 17aAdditional Specifications : As per Item No 17a |
| 30 | 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-7Specification Page No : 302-303 ,38-40Additional 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. |
| 31 | For First FloorSpecification No : As per Item No 18aAdditional Specifications : As per Item No 18a |
| 32 | Providing and laying cast in situ / Ready Mix cement concrete M-30 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks,laying/pumping, 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-7Specification Page No : 302-303 ,38-40Additional 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. |
| 33 | For First FloorSpecification No : As per Item No 19aAdditional Specifications : As per Item No 19a |
| 34 | For 2nd FloorSpecification No : As per Item No 19aAdditional Specifications : As per Item No 19a |
| 35 | For 3rd FloorSpecification No : As per Item No 19aAdditional Specifications : As per Item No 19a |
| 36 | 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-7Specification Page No : 304 ,38-40Additional 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. |
| 37 | For First FloorSpecification No : As per Item No 20aAdditional Specifications : As per Item No 20a |
| 38 | For 2nd FloorSpecification No : As per Item No 20aAdditional Specifications : As per Item No 20a |
| 39 | For 3rd FloorSpecification No : As per Item No 20aAdditional Specifications : As per Item No 20a |
| 40 | For Ground FloorSpecification No : As per Item No 20aAdditional Specifications : As per Item No 20a |
| 41 | For First FloorSpecification No : As per Item No 20aAdditional Specifications : As per Item No 20a |
| 42 | For 2nd FloorSpecification No : As per Item No 20aAdditional Specifications : As per Item No 20a |
| 43 | For 3rd FloorSpecification No : As per Item No 20aAdditional Specifications : As per Item No 20a |
| 44 | 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-7Specification Page No : 304-305 ,38-40Additional 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. |
| 45 | For 3rd FloorSpecification No : As per Item No 21aAdditional Specifications : As per Item No 21a |
| 46 | 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.13Specification Page No : 305Additional 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. |
| 47 | For First FloorSpecification No : As per Item No 22aAdditional Specifications : As per Item No 22a |
| 48 | For 2nd FloorSpecification No : As per Item No 22aAdditional Specifications : As per Item No 22a |
| 49 | For 3rd FloorSpecification No : As per Item No 22aAdditional Specifications : As per Item No 22a |
| 50 | 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.17Specification Page No : 306Additional Specifications : 1. Asper Indian Standard 1786 / 1985 with latest amendments.2. Various diametre of TMT-FE 500 bars brought on site for the workshall 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. |
| 51 | For First FloorSpecification No : As per Item No 23aAdditional Specifications : As per Item No 23a |
| 52 | For 2nd FloorSpecification No : As per Item No 23aAdditional Specifications : As per Item No 23a |
| 53 | For 3rd FloorSpecification No : As per Item No 23aAdditional Specifications : As per Item No 23a |
| 54 | Providing and fabricting structural steel work in rolled sections like joists, channels, angles, tees, excetra as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces, excetra and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor)Specification No : Bd.C.2Specification Page No : 275 |
| 55 | Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates excetra as per detailed desings and drawings or as directed including cuting, fabricating, hoisting, erecting, fixing in position, making rivetted / bolted / welded connection and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor)Specification No : Bd.C.8Specification Page No : 278 |
| 56 | 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.10Specification Page No : 262-263 |
| 57 | 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.11Specification Page No : 263-264 |
| 58 | Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.Specification No : Bd.A.12Specification Page No : 264 |
| 59 | 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.5Specification Page No : 314 ,315Additional 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 bricksii. Wet condition 5 bricksB) Water aborption 5 bricks2. 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. |
| 60 | 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.5Specification Page No : 314 ,315Additional 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 bricksii. Wet condition 5 bricksB) Water aborption 5 bricks2. 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. |
| 61 | For First FloorSpecification No : As per Item No 30aAdditional Specifications : As per Item No 30a |
| 62 | For 2nd FloorSpecification No : As per Item No 30aAdditional Specifications : As per Item No 30a |
| 63 | For 3rd FloorSpecification No : As per Item No 30aAdditional Specifications : As per Item No 30a |
| 64 | 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.7Specification Page No : 316Additional 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 bricksii. Wet condition 5 bricksB) Water aborption 5 bricks2. 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. |
| 65 | For First FloorSpecification No : As per Item No 31aAdditional Specifications : As per Item No 31a |
| 66 | For 2nd FloorSpecification No : As per Item No 31aAdditional Specifications : As per Item No 31a |
| 67 | For 3rd FloorSpecification No : As per Item No 31aAdditional Specifications : As per Item No 31a |
| 68 | 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. |
| 69 | For First FloorSpecification No : As per Item No 32aAdditional Specifications : As per Item No 32a |
| 70 | For 2nd FloorSpecification No : As per Item No 32aAdditional Specifications : As per Item No 32a |
| 71 | For 3rd FloorSpecification No : As per Item No 32aAdditional Specifications : As per Item No 32a |
| 72 | 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. |
| 73 | For First FloorSpecification No : As per Item No 33aAdditional Specifications : As per Item No 33a |
| 74 | For 2nd FloorSpecification No : As per Item No 33aAdditional Specifications : As per Item No 33a |
| 75 | For 3rd FloorSpecification No : As per Item No 33aAdditional Specifications : As per Item No 33a |
| 76 | 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. |
| 77 | For First FloorSpecification No : As per Item No 34aAdditional Specifications : As per Item No 34a |
| 78 | For 2nd FloorSpecification No : As per Item No 34aAdditional Specifications : As per Item No 34a |
| 79 | For 3rd FloorSpecification No : As per Item No 34aAdditional Specifications : As per Item No 34a |
| 80 | Providing internal cement plaster 6 milimetre thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Specification No : Bd.L.1 , , , , , , , , ,Specification Page No : 367Additional 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 afterpassing 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. |
| 81 | Providing and applying two coats of wall care putty on plastered surface and ceiling and walls to prepare surface even and smooth approved make excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 82 | For First FloorSpecification No : As per Item No 36aAdditional Specifications : As per Item No 36a |
| 83 | For 2nd FloorSpecification No : As per Item No 36aAdditional Specifications : As per Item No 36a |
| 84 | For 3rd FloorSpecification No : As per Item No 36aAdditional Specifications : As per Item No 36a |
| 85 | Providing internal cement plaster 12 milimetre thick in single coat using ready to use wall plaster in cement mortar 1:4 to concrete or brick surfaces in all positions including scaffolding and curing complete. Providing groove at joint of B.B. masonry and concrete members complete. (For Ground Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 86 | For First FloorSpecification No : As per Item No 37aAdditional Specifications : As per Item No 37a |
| 87 | For 2nd FloorSpecification No : As per Item No 37aAdditional Specifications : As per Item No 37a |
| 88 | For 3rd FloorSpecification No : As per Item No 37aAdditional Specifications : As per Item No 37a |
| 89 | 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.2Specification Page No : 368Additional 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 afterpassing 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. |
| 90 | Providing internal cement plaster 20 milimetre thick in single coat using ready to use wall plaster in cement mortar 1:4 to concrete, brick, stone surfaces in all positions including scaffolding and curing. Providing groove at joint of B.B. masonry and concrete members complete. (For Ground Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 91 | For First FloorSpecification No : As per Item No 39aAdditional Specifications : As per Item No 39a |
| 92 | For 2nd FloorSpecification No : As per Item No 39aAdditional Specifications : As per Item No 39a |
| 93 | For 3rd FloorSpecification No : As per Item No 39aAdditional Specifications : As per Item No 39a |
| 94 | Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:4 without neeru finish to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Specification No : Bd.L.4Specification Page No : 368Additional 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 afterpassing 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. |
| 95 | For First FloorSpecification No : As per Item No 40aAdditional Specifications : As per Item No 40a |
| 96 | For 2nd FloorSpecification No : As per Item No 40aAdditional Specifications : As per Item No 40a |
| 97 | 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.7Specification Page No : 369Additional 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 afterpassing 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. |
| 98 | For First FloorSpecification No : As per Item No 41aAdditional Specifications : As per Item No 41a |
| 99 | For 2nd FloorSpecification No : As per Item No 41aAdditional Specifications : As per Item No 41a |
| 100 | For 3rd FloorSpecification No : As per Item No 41aAdditional Specifications : As per Item No 41a |
| 101 | Providing internal cement plaster 20 milimetre thick in single coat using ready to use wall plaster in cement mortar 1:3 to concrete, brick, stone surfaces in all positions including scaffolding and curing. Providing groove at joint of B.B. masonry and concrete members complete. (For Ground Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 102 | For First FloorSpecification No : As per Item No 42aAdditional Specifications : As per Item No 42a |
| 103 | For 2nd FloorSpecification No : As per Item No 42aAdditional Specifications : As per Item No 42a |
| 104 | For 3rd FloorSpecification No : As per Item No 42aAdditional Specifications : As per Item No 42a |
| 105 | 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. |
| 106 | For First FloorSpecification No : As per Item No 43aAdditional Specifications : As per Item No 43a |
| 107 | For 2nd FloorSpecification No : As per Item No 43aAdditional Specifications : As per Item No 43a |
| 108 | For 3rd FloorSpecification No : As per Item No 43aAdditional Specifications : As per Item No 43a |
| 109 | Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fiber glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 square metre per kilogram with two coats Using approved chemicals for masonry and concrete surface by brush, covering seven years gaurantee on stamp paper, excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 110 | For 3rd FloorSpecification No : As per Item No 44aAdditional Specifications : As per Item No 44a |
| 111 | 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. (For 3rd Floor) (using ARTIFICIAL SAND).Specification No : Bd.M.6Specification Page No : 381Additional 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. |
| 112 | Providing waterproofing in water closet and bath including brick bat coba in all position including providing and laying 12 milimetre bedding in cement mortar 1:3 on vergin concrete slab with waterproofing compound at the rate of 1 kilogram per bag of cement laying brick bat coba of required thickness in cement mortar 1:5 with waterproofing compound 1 kilogram per bag of cement grouting and finishing the top layer with 20 milimetre thick brick bedding in centimetre mortor 1:3 with waterproofing compound 1 kilogram per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years\" guarantee on requisite stamp paper including curing, excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 113 | For First FloorSpecification No : As AboveAdditional Specifications : As Above |
| 114 | For 2nd FloorSpecification No : As AboveAdditional Specifications : As Above |
| 115 | For 3rd FloorSpecification No : As AboveAdditional Specifications : As Above |
| 116 | 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. |
| 117 | For First FloorSpecification No : As per Item No 47aAdditional Specifications : As per Item No 47a |
| 118 | For 2nd FloorSpecification No : As per Item No 47aAdditional Specifications : As per Item No 47a |
| 119 | For 3rd FloorSpecification No : As per Item No 47aAdditional Specifications : As per Item No 47a |
| 120 | Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Specification No : Bd.M.12Specification Page No : 385Additional 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. |
| 121 | For First FloorSpecification No : As per Item No 48aAdditional Specifications : As per Item No 48a |
| 122 | For 2nd FloorSpecification No : As per Item No 48aAdditional Specifications : As per Item No 48a |
| 123 | For 3rd FloorSpecification No : As per Item No 48aAdditional Specifications : As per Item No 48a |
| 124 | Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Specification No : Bd.M.12Specification Page No : 385Additional 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. |
| 125 | For First FloorSpecification No : As per Item No 49aAdditional Specifications : As per Item No 49a |
| 126 | For 2nd FloorSpecification No : As per Item No 49aAdditional Specifications : As per Item No 49a |
| 127 | For 3rd FloorSpecification No : As per Item No 49aAdditional Specifications : As per Item No 49a |
| 128 | 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.12Specification Page No : 385Additional 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. |
| 129 | For First FloorSpecification No : As per Item No 50aAdditional Specifications : As per Item No 50a |
| 130 | For 2nd FloorSpecification No : As per Item No 50aAdditional Specifications : As per Item No 50a |
| 131 | For 3rd FloorSpecification No : As per Item No 50aAdditional Specifications : As per Item No 50a |
| 132 | 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.13Specification Page No : 386Additional 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. |
| 133 | For First FloorSpecification No : As per Item No 51aAdditional Specifications : As per Item No 51a |
| 134 | For 2nd FloorSpecification No : As per Item No 51aAdditional Specifications : As per Item No 51a |
| 135 | For 3rd FloorSpecification No : As per Item No 51aAdditional Specifications : As per Item No 51a |
| 136 | Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 milimetre X 450 milimetre size as per detailed drawing including vertical both side polished kadappah stone 25 milimetre to 30 milimetre thick supports with kadappah top 35 milimetre to 40 milimetre thick and polished granite 16 to 20 milimetre top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 centimetre height and top granite of 75 centimetre X 40 centimetre including cutting, opening for sink of required size in kadappah as well as granite excetra complete.(Platform top size 5.00 metre X 0.60 metre and height is 0.75 metre) (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 137 | For First FloorSpecification No : As per Item No 52aAdditional Specifications : As per Item No 52a |
| 138 | For 2nd FloorSpecification No : As per Item No 52aAdditional Specifications : As per Item No 52a |
| 139 | For 3rd FloorSpecification No : As per Item No 52aAdditional Specifications : As per Item No 52a |
| 140 | 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 BSpecification Page No : 380Additional 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. |
| 141 | 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 BSpecification Page No : 390Additional 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. |
| 142 | For First FloorSpecification No : As per Item No 54aAdditional Specifications : As per Item No 54a |
| 143 | For 2nd FloorSpecification No : As per Item No 54aAdditional Specifications : As per Item No 54a |
| 144 | For 3rd FloorSpecification No : As per Item No 54aAdditional Specifications : As per Item No 54a |
| 145 | Providing and laying machine cut machine polished Kotah stone flooring 25 milimetre to 30 milimetre thick in required width in plain / diamond pattern on bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Specification No : Bd.M.3Specification Page No : 380Additional 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. |
| 146 | For First FloorSpecification No : As per Item No 55aAdditional Specifications : As per Item No 55a |
| 147 | For 2nd FloorSpecification No : As per Item No 55aAdditional Specifications : As per Item No 55a |
| 148 | For 3rd FloorSpecification No : As per Item No 55aAdditional Specifications : As per Item No 55a |
| 149 | Providing mirror polishing to Kotah stone including using all necessray stones and equipments, cleaning, washing, excetra complete. For Flooring (For Ground Floor)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. |
| 150 | For First FloorSpecification No : As per Item No 56aAdditional Specifications : As per Item No 56a |
| 151 | For 2nd FloorSpecification No : As per Item No 56aAdditional Specifications : As per Item No 56a |
| 152 | For 3rd FloorSpecification No : As per Item No 56aAdditional Specifications : As per Item No 56a |
| 153 | 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 with box. (For Ground Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 154 | For First FloorSpecification No : As per Item No 57aAdditional Specifications : As per Item No 57a |
| 155 | For 2nd FloorSpecification No : As per Item No 57aAdditional Specifications : As per Item No 57a |
| 156 | For 3rd FloorSpecification No : As per Item No 57aAdditional Specifications : As per Item No 57a |
| 157 | Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 milimetre X 38 milimetre X 1.22 milimetre box type, 5 milimetre thick sheet glass louvers of approved quality, excetra complete. (For Ground Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 158 | For First FloorSpecification No : As per Item No 58aAdditional Specifications : As per Item No 58a |
| 159 | For 2nd FloorSpecification No : As per Item No 58aAdditional Specifications : As per Item No 58a |
| 160 | For 3rd FloorSpecification No : As per Item No 58aAdditional Specifications : As per Item No 58a |
| 161 | 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. |
| 162 | For First FloorSpecification No : As per Item No 59aAdditional Specifications : As per Item No 59a |
| 163 | For 2nd FloorSpecification No : As per Item No 59aAdditional Specifications : As per Item No 59a |
| 164 | For 3rd FloorSpecification No : As per Item No 59aAdditional Specifications : As per Item No 59a |
| 165 | Providing and fixing mild steel grill work for windows, ventilator, excetra 20 kilogram per square metre as per drawings including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor)Specification No : Bd.U.1Specification Page No : 537Additional 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. |
| 166 | For First FloorSpecification No : As per Item No 60aAdditional Specifications : As per Item No 60a |
| 167 | For 2nd FloorSpecification No : As per Item No 60aAdditional Specifications : As per Item No 60a |
| 168 | For 3rd FloorSpecification No : As per Item No 60aAdditional Specifications : As per Item No 60a |
| 169 | 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. |
| 170 | For First FloorSpecification No : As per Item No 61aAdditional Specifications : As per Item No 61a |
| 171 | For 2nd FloorSpecification No : As per Item No 61aAdditional Specifications : As per Item No 61a |
| 172 | For 3rd FloorSpecification No : As per Item No 61aAdditional Specifications : As per Item No 61a |
| 173 | Providing and applying plastic emulsiton paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface (excluding the primer coat), excetra complete. (For Ground Floor)Specification No : Bd.P.6Specification Page No : 414Additional Specifications : 1. The priming coat should be applied and got approved from Engineer in-charge.2. The shade of paints shall be got approved by the Engineer in-charge before use.3. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use. |
| 174 | For First FloorSpecification No : As per Item No 62aAdditional Specifications : As per Item No 62a |
| 175 | For 2nd FloorSpecification No : As per Item No 62aAdditional Specifications : As per Item No 62a |
| 176 | For 3rd FloorSpecification No : As per Item No 62aAdditional Specifications : As per Item No 62a |
| 177 | Providing and applying pearl / luster finish paint of approved colour and shade to the existing plastered surface including scaffolding, preparing the surface, applying the acrylic wall putti, 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. |
| 178 | For First FloorSpecification No : As per Item No 63aAdditional Specifications : As per Item No 63a |
| 179 | For 2nd FloorSpecification No : As per Item No 63aAdditional Specifications : As per Item No 63a |
| 180 | For 3rd FloorSpecification No : As per Item No 63aAdditional Specifications : As per Item No 63a |
| 181 | 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. |
| 182 | For First FloorSpecification No : As per Item No 64aAdditional Specifications : As per Item No 64a |
| 183 | For 2nd FloorSpecification No : As per Item No 64aAdditional Specifications : As per Item No 64a |
| 184 | For 3rd FloorSpecification No : As per Item No 64aAdditional Specifications : As per Item No 64a |
| 185 | Providing and applying priming coat on concrete / masonary / asbestos cement / plastered surfaces including scaffolding if necessary, preparing the surface by throughly cleaning oil, grease, dirt and other foreign matters and sand papering as required, excetra comlpete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 186 | For First FloorSpecification No : As per Item No 65aAdditional Specifications : As per Item No 65a |
| 187 | For 2nd FloorSpecification No : As per Item No 65aAdditional Specifications : As per Item No 65a |
| 188 | For 3rd FloorSpecification No : 8As per Item No 65aAdditional Specifications : As per Item No 65a |
| 189 | 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.34Specification Page No : 499Additional Specifications : Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge. |
| 190 | For First FloorSpecification No : As per Item No 66aAdditional Specifications : As per Item No 66a |
| 191 | For 2nd FloorSpecification No : As per Item No 66aAdditional Specifications : As per Item No 66a |
| 192 | For 3rd FloorSpecification No : As per Item No 66aAdditional Specifications : As per Item No 66a |
| 193 | Providing and fixing country cut teak wood single leaf door shutter with teak wood style and rail of 25 milimetre thick including fixing 50 milimetre X 25 milimetre size welded mesh of 10 guage as per detailed drawings or as directed, with stainless steel fixture and fastening, finishing with three coats of oil painting, excetra complete. (For Ground Floor)Specification No : Bd.T.39Specification Page No : 500Additional Specifications : Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge. |
| 194 | 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. |
| 195 | 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. |
| 196 | For First FloorSpecification No : As per Item No 69aAdditional Specifications : As per Item No 69a |
| 197 | For 2nd FloorSpecification No : As per Item No 69aAdditional Specifications : As per Item No 69a |
| 198 | For 3rd FloorSpecification No : As per Item No 69aAdditional Specifications : As per Item No 69a |
| 199 | Providing and fixing unplasticised polyvinyl chloride roof made up of three layers roofing material of thickness 2 milimetre having width of 1130 milimetre and of required length having tensile strength not less than 330 kilogram per square centimetre, including fastening with self drilling screw having washers made of stainless steel, excetra complete. (For 3rd Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 200 | 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. |
| 201 | For 3rd FloorSpecification No : As per Item No 71aAdditional Specifications : As per Item No 71a |
| 202 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kilogram per cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant / weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor / by suitable means as approved by Engineer in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required, 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.Specification No : MORT&H-601Additional 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. |
| 203 | Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80 milimetre thickness of having a strength of 400 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning, excetra complete.(using 100 percent crushed sand)Specification No : Bd.MAdditional 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. |
| 204 | Providing and fixing interior wall to wall expansion joint cover model W90 for 50 mm gap size, this surface mounted aluminium cover is designed for interior application where low maintenance is desirable. This model is made using Aluminium alloy 6063 and temper T5/T6. This cover is installed using stailness steel clip in the rear which helps the movement to + 10 mm.Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 205 | For First FloorSpecification No : As per Item No 74aAdditional Specifications : As per Item No 74a |
| 206 | For 2nd FloorSpecification No : As per Item No 74aAdditional Specifications : As per Item No 74a |
| 207 | For 3rd FloorSpecification No : As per Item No 74aAdditional Specifications : As per Item No 74a |
| 208 | Providing and fixing ofexternalwall to wall cover model ASM 200X for 50 mm gap size,this surface- mounted metal wall cover is designed for exterior applications where low maintenance or tamper-resistant applications are desired. The free-floating aluminum center plate spans the joint and slides over the surface of the wall to allow required movement.EPDM vapor barrier to protect the joint with water. This profile is extruded aluminum with ASTM B 221, Alloy 6063-T5. This profile has been tested under Architectural Testing Agency ( an Intertek Company) for the movement performance. The minimum opening of the profile is 10mm ( -40mm) and the maximum openeing of the profile is 76mm (+26mm) which is more than ±50% movement.Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 209 | For First FloorSpecification No : As per Item No 75aAdditional Specifications : As per Item No 75a |
| 210 | For 2nd FloorSpecification No : As per Item No 75aAdditional Specifications : As per Item No 75a |
| 211 | For 3rd FloorSpecification No : As per Item No 75aAdditional Specifications : As per Item No 75a |
| 212 | Providing and fixig of floor to floor expansion joint cover GFT 200 for 50 mm gap size. The cover which is designed for interior floor to floor application suitable for most floor finishes where frame depth and configuration is variable to suit selected finish. It is a gasketed floor to floor joint cover comprises of extruded aluminium frames made of aluminium alloy 6063 temper T5/ T6 and TPR seal having strength of 90 shore A as per ASTM D2000 and available in 4 colours, with standard loading capacity of 500 lbs. The nominal joint width of the profile is 51 mm which contracts down to 38 mm as minimum and can expand 64 mm as maximum, the movement has been tested with Architectural testing INC., an Intertek company (Intertek – ATI) as per ASTM E 1399-97 Report no. 84287.01-106-31Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 213 | For First FloorSpecification No : As per Item No 76aAdditional Specifications : As per Item No 76a |
| 214 | For 2nd FloorSpecification No : As per Item No 76aAdditional Specifications : As per Item No 76a |
| 215 | For 3rd FloorSpecification No : As per Item No 76aAdditional Specifications : As per Item No 76a |
| 216 | Providing and Fixing ofexternal Roof cover model RJT 200 for 50 mm gap size, Aluminium roof cover comprised of extruded alumunium components, Injection molded turnbar, duroflex gaskets and EPDM vapor barrier.This profile is extruded aluminum with ASTM B 221, Alloy 6063-T5. This profile has been tested under Architectural Testing Agency ( an Intertek Company) for the movement performance. The minimum opening of the profile is 3mm ( -47mm) and the maximum openeing of the profile is 92mm (+42mm) which is more than ±50% movement. (For 2nd Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 217 | Providing and Fixing horizontal level suspended ceiling comprising of G.I. Bioguard Clip-in Plain Tile 600 milimetre X 600 milimetre (Nominal Size) tiles of 120 grams per square metre galvanized steel as per Indian Standard 277 (2003) suitable for architectural finishes in 0.5 milimetre thickness as per in Indian Standard : 513 (1994) in Global white color with concealed suspension system having a bevelled edge of three milimetre X 3 milimetre and height of 33 milimetre on one side and 18 milimetre on the other side. Tiles shall be flattened by precision leveller to minimize sag to less than 1/400 milimetre. The tiles shall have double round pip of diameter two milimetre and diameter 6 milimetre for secure engagement and levelling respectively, along with swing down feature and special tabs to allow removal of tile to enable plenum access. The coated surface of the tile shall exhibit anti-microbial properties (eradication and inhibition of growth) and shall achieve up to 99.99 percent reduction in bacterial activity as per ISO22196:2011. The tile shall be electrostatically polyester powder coated using RoHS compliant powder having coating thickness ranging from 60-80 microns. The powder coating shall pass Salt Spray Test for 750 Hours as per ASTM B117, Qultra violet –A Test for 1000hours as per ASTM G- 154 – (Cycle – 1) and Humidity test for 1000 hours as per DIN 50017. The powder coating shall have an adhesion of GT0 as per EN Internation Standards Organization 2409. The shade variation across batches shall be delta E<1 using Excite/BYK Gardner instrument and gloss level of 25 ± five percent at 60° as per ASTM D523. The tile shall have scratch, mar and abrasive resistance properties. The tile shall have a Light Reflectance of = 63percent in accordance to ASTM 1477-98 and Fire Performance of class 0/1 as per BS 476 Part 6 and 7 in module size of 600 milimetre X 600 milimetre. SUSPENSION and INSTALLATION: Shall comprise of 3000 milimetre long =C‘ channels of 38H X 12W milimetre and one milimetre thick spaced at 1200 milimetre center to center securely fixed to the structural soffit using threaded rod (Approved make/Third Party Supply) connecting to C-channel hanger of 109 milimetre X 18.5 milimetre X 16.5 milimetre at 1200 milimetre center to center and anchor fastener (Approved make/Third Party Supply). The last hanger at the end of each C-channel shall not be greater than 600 milimetre from the adjacent wall. Use a C-channel connector of 99.5 milimetre x35 milimetre X 9 milimetre for splicing together two pieces of C-channels. 4000 milimetre Clip-in bar of 16W X 40H milimetre and 0.6 milimetre thick made of galvanized steel of 140 grams per square metre as Indian Standard 277 (2003) and shall be spaced at 600 milimetre center to center in a direction perpendicular to the C-channels and secured at every intersection with C-channel using a Clip-in bar hanger of 54 milimetre x18 milimetre X 20 milimetre. Use Clip-in bar connecter to splice two pieces of Clip-in bar. Tiles shall be clipped in between two Clip-in bars from below. Optionally - Security clip to be installed to ensure the panels are positively engaged with Clip-in bar channel. Installation shall be carried out as per Manufacturer recommended procedure. Perimeter to be finished using wall angles of size 3000 milimetre x19 milimetre X 32 milimetre in white color secured to walls using screws at 450 milimetre center to center. Cut tiles to be secured to the wall angles using a spring clamp.The Tile and Grid system used together shall carry a 10 year warranty against manufacturing defect and manufacturer shall provide a warranty certificate. The Tile and Grid shall have the manufacturers name embossed/printed on it. The supply shall be backed by a Manufacturing Test Certificate.Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 218 | Providing and Fixing horizontal level suspended ceiling comprising of G.I. Bioguard Clip-in Plain Tile 600 milimetre X 600 milimetre (Nominal Size) tiles of 120 grams per square metre galvanized steel as per Indian Standard 277 (2003) suitable for architectural finishes in 0.5 milimetre thickness as per in Indian Standard : 513 (1994) in Global white color with concealed suspension system having a bevelled edge of three milimetre X 3 milimetre and height of 33 milimetre on one side and 18 milimetre on the other side. Tiles shall be flattened by precision leveller to minimize sag to less than 1/400 milimetre. The tiles shall have double round pip of diameter two milimetre and diameter 6 milimetre for secure engagement and levelling respectively, along with swing down feature and special tabs to allow removal of tile to enable plenum access. The coated surface of the tile shall exhibit anti-microbial properties (eradication and inhibition of growth) and shall achieve up to 99.99 percent reduction in bacterial activity as per ISO22196:2011. The tile shall be electrostatically polyester powder coated using RoHS compliant powder having coating thickness ranging from 60-80 microns. The powder coating shall pass Salt Spray Test for 750 Hours as per ASTM B117, Qultra violet –A Test for 1000hours as per ASTM G- 154 – (Cycle – 1) and Humidity test for 1000 hours as per DIN 50017. The powder coating shall have an adhesion of GT0 as per EN Internation Standards Organization 2409. The shade variation across batches shall be delta E<1 using Excite/BYK Gardner instrument and gloss level of 25 ± five percent at 60° as per ASTM D523. The tile shall have scratch, mar and abrasive resistance properties. The tile shall have a Light Reflectance of = 63percent in accordance to ASTM 1477-98 and Fire Performance of class 0/1 as per BS 476 Part 6 and 7 in module size of 600 milimetre X 600 milimetre. SUSPENSION and INSTALLATION: Shall comprise of 3000 milimetre long =C‘ channels of 38H X 12W milimetre and one milimetre thick spaced at 1200 milimetre center to center securely fixed to the structural soffit using threaded rod (Approved make/Third Party Supply) connecting to C-channel hanger of 109 milimetre X 18.5 milimetre X 16.5 milimetre at 1200 milimetre center to center and anchor fastener (Approved make/Third Party Supply). The last hanger at the end of each C-channel shall not be greater than 600 milimetre from the adjacent wall. Use a C-channel connector of 99.5 milimetre x35 milimetre X 9 milimetre for splicing together two pieces of C-channels. 4000 milimetre Clip-in bar of 16W X 40H milimetre and 0.6 milimetre thick made of galvanized steel of 140 grams per square metre as Indian Standard 277 (2003) and shall be spaced at 600 milimetre center to center in a direction perpendicular to the C-channels and secured at every intersection with C-channel using a Clip-in bar hanger of 54 milimetre x18 milimetre X 20 milimetre. Use Clip-in bar connecter to splice two pieces of Clip-in bar. Tiles shall be clipped in between two Clip-in bars from below. Optionally - Security clip to be installed to ensure the panels are positively engaged with Clip-in bar channel. Installation shall be carried out as per Manufacturer recommended procedure. Perimeter to be finished using wall angles of size 3000 milimetre x19 milimetre X 32 milimetre in white color secured to walls using screws at 450 milimetre center to center. Cut tiles to be secured to the wall angles using a spring clamp.The Tile and Grid system used together shall carry a 10 year warranty against manufacturing defect and manufacturer shall provide a warranty certificate. The Tile and Grid shall have the manufacturers name embossed/printed on it. The supply shall be backed by a Manufacturing Test Certificate.Specification No : As per Item No 78aAdditional Specifications : As per Item No 78a |
| 219 | 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.7Specification Page No : 586-587 |
| 220 | Painting letters upto 20 centimetre height complete brushes, coir brushes, dusting, cleaning, including cost of paint, excetra complete.Specification No : MORTH-805Specification Page No : 243-244 |
| 221 | 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. |
| 222 | For First FloorSpecification No : As per Item No 81aAdditional Specifications : As per Item No 81a |
| 223 | For 2nd FloorSpecification No : As per Item No 81aAdditional Specifications : As per Item No 81a |
| 224 | For 3rd FloorSpecification No : As per Item No 81aAdditional Specifications : As per Item No 81a |
| 225 | Providing and fixing Country teak wood four leaf paneled shutters, 35 milimetre thick style and rail and 25 milimetre thick panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting three coats complete (For Ground Floor)Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge. |
| 226 | Providing coursed rubble masonry first sort of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints on the inside when plastering is to be done, watering and scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Specification No : Bd.H.14Specification Page No : 333Additional 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. |
| 227 | For First FloorSpecification No : As per Item No 83aAdditional Specifications : As per Item No 83a |
| 228 | For 2nd FloorSpecification No : As per Item No 83aAdditional Specifications : As per Item No 83a |
| 229 | For 3rd FloorSpecification No : As per Item No 83aAdditional Specifications : As per Item No 83a |
| 230 | 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 : B-18Specification Page No : 78Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 231 | 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). - 601 milimetre to 900 milimetre girth (surface width) (For Ground Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 232 | Providing and fixing Indian teak wood eaves boards 15 centimetre wide and 25 milimetre thick plain decorative type including scaffolding and painting with two coats, excetra complete. (For Ground Floor)Specification No : Bd.Q.19Specification Page No : 432 |
| 233 | Providing and fixing country teak wood barge boards 22 centimetre wide and 20 milimetre thick plain type including scaffolding and painting in two coats, excetra complete. (For Ground Floor)Specification No : Bd.Q.21Specification Page No : 433 |
| 234 | Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts excetra complete.Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge. |
| 235 | Dismantling the reinforced cement concrete work 1:2:4 and sorting out the materials such as steel excetra as directed and stacking them within the specified lead as directed excetra complete.Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge. |
| 236 | Removing doors and windows with frames and stacking the materials as directed with all leads, lifts excetra complete.Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge. |
| 237 | Removing any kind of debris including loading in truck and conveying to dumbing point approved by MCGM unloading, speding,etc complete with all leads and liftsAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 238 | Providing and fixing Manalore tiled roofing with class \"AA\" tiles including securing the last course of tiles near the eaves with steel flat 40 milimetre X 3 milimetre and 1.22 milimetre wire, fixing country teak wood sloping battens of 25 milimetre X 12 milimetre teak wood horizontal battens of 50 milimetre X 25 milimetre over the slopping battens, all iron work and coal tarring the battens, excetra complete. (excluding ridge and hip tiles) (For Ground Floor)Specification No : Bd.R.2Specification Page No : 450 |
| 239 | Providing and constructing brick masonry inspection chamber 60 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and farme fixed in cement concrete Cover medium duty 140 kilogram with frame excetra complete. (using ARTIFICIAL SAND).Specification No : Bd.V.43Specification Page No : 574Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster.4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge. |
| 240 | Providing, laying and fixing, jointing Eco-drain 160 milimetre SN 4 Nu-Drain unplasticized poly vinyl chloride pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per Indian Standard : 15328 with fittings such a bends, tees, coupler, excetra jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material, excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 241 | Providing, constructing 2.0 metre deep shallow depth percolation pit comprising of 1.0 metre diameter pre-cast reinforced cement concrete rings, 300 milimetre thick side filling around outside of reinforced cement concrete rings (annular space) with 40 milimetre size boulders including filling of percolation pit up to 0.5 metre depth (from bottom up) with 25-75 milimetre clean washed gravels 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, 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 chargeAdditional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 242 | 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.5Specification Page No : 551Additional 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 insidediametre of the pipe and fittings.3. Screw clips and fittings shall be of standard type to match the pipe. |
| 243 | For First FloorSpecification No : As per Item No 95aAdditional Specifications : As per Item No 95a |
| 244 | For 2nd FloorSpecification No : As per Item No 95aAdditional Specifications : As per Item No 95a |
| 245 | For 3rd FloorSpecification No : As per Item No 95aAdditional Specifications : As per Item No 95a |
| 246 | Providing and fixing on walls / celling / floor, 20 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)Specification No : Bd.V.5Specification Page No : 551Additional 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 insidediametre of the pipe and fittings.3. Screw clips and fittings shall be of standard type to match the pipe. |
| 247 | For First FloorSpecification No : As per Item No 96aAdditional Specifications : As per Item No 96a |
| 248 | For 2nd FloorSpecification No : As per Item No 96aAdditional Specifications : As per Item No 96a |
| 249 | For 3rd FloorSpecification No : As per Item No 96aAdditional Specifications : As per Item No 96a |
| 250 | 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.5Specification Page No : 551Additional 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 insidediametre of the pipe and fittings.3. Screw clips and fittings shall be of standard type to match the pipe. |
| 251 | For First FloorSpecification No : As per Item No 97aAdditional Specifications : As per Item No 97a |
| 252 | For 2nd FloorSpecification No : As per Item No 97aAdditional Specifications : As per Item No 97a |
| 253 | For 3rd FloorSpecification No : As per Item No 97aAdditional Specifications : As per Item No 97a |
| 254 | Providing and fixing on walls / celling / floor, 40 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)Specification No : Bd.V.5Specification Page No : 551Additional 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 insidediametre of the pipe and fittings.3. Screw clips and fittings shall be of standard type to match the pipe. |
| 255 | For First FloorSpecification No : As per Item No 98aAdditional Specifications : As per Item No 98a |
| 256 | For 2nd FloorSpecification No : As per Item No 98aAdditional Specifications : As per Item No 98a |
| 257 | For 3rd FloorSpecification No : As per Item No 98aAdditional Specifications : As per Item No 98a |
| 258 | Providing and fixing on walls / celling / floor, 50 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete. (For Ground Floor)Specification No : Bd.V.5Specification Page No : 551Additional 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 insidediametre of the pipe and fittings.3. Screw clips and fittings shall be of standard type to match the pipe. |
| 259 | For First FloorSpecification No : As per Item No 99aAdditional Specifications : As per Item No 99a |
| 260 | For 2nd FloorSpecification No : As per Item No 99aAdditional Specifications : As per Item No 99a |
| 261 | For 3rd FloorSpecification No : As per Item No 99aAdditional Specifications : As per Item No 99a |
| 262 | Providing and fixing chromium plated bib cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 263 | For First FloorSpecification No : As per Item No 100aAdditional Specifications : As per Item No 100a |
| 264 | For 2nd FloorSpecification No : As per Item No 100aAdditional Specifications : As per Item No 100a |
| 265 | For 3rd FloorSpecification No : As per Item No 100aAdditional Specifications : As per Item No 100a |
| 266 | 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. |
| 267 | For First FloorSpecification No : As per Item No 101aAdditional Specifications : As per Item No 101a |
| 268 | For 2nd FloorSpecification No : As per Item No 101aAdditional Specifications : As per Item No 101a |
| 269 | For 3rd FloorSpecification No : As per Item No 101aAdditional Specifications : As per Item No 101a |
| 270 | Providing and fixing chromium plated angular stop cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 271 | For First FloorSpecification No : As per Item No 102aAdditional Specifications : As per Item No 102a |
| 272 | For 2nd FloorSpecification No : As per Item No 102aAdditional Specifications : As per Item No 102a |
| 273 | For 3rd FloorSpecification No : As per Item No 102aAdditional Specifications : As per Item No 102a |
| 274 | Providing and fixing chromium plated sink cock with raised J shaped swinging casted spout of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 275 | For First FloorSpecification No : As per Item No 103aAdditional Specifications : As per Item No 103a |
| 276 | For 2nd FloorSpecification No : As per Item No 103aAdditional Specifications : As per Item No 103a |
| 277 | For 3rd FloorSpecification No : As per Item No 103aAdditional Specifications : As per Item No 103a |
| 278 | Providing and fixing white glazed with bottle trap earthenware Wash Hand Basin of 55 centimetre X 40 centimetre size including cold water piller taps, brackets, rubber plugs and brass chain, stop tap, chromium plate bottle trap and necessary pipe connections including unplasticized polyvinyl chloride waste pipe and trap upto the outside face of the wall, making good the damaged surface, testing, excetra complete.Specification No : Bd.V.30Specification Page No : 616 |
| 279 | For First FloorSpecification No : As per Item No 104aAdditional Specifications : As per Item No 104a |
| 280 | For 2nd FloorSpecification No : As per Item No 104aAdditional Specifications : As per Item No 104a |
| 281 | For 3rd FloorSpecification No : As per Item No 104aAdditional Specifications : As per Item No 104a |
| 282 | 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. |
| 283 | For First FloorSpecification No : As per Item No 105aAdditional Specifications : As per Item No 105a |
| 284 | For 2nd FloorSpecification No : As per Item No 105aAdditional Specifications : As per Item No 105a |
| 285 | For 3rd FloorSpecification No : As per Item No 105aAdditional Specifications : As per Item No 105a |
| 286 | Providing and fixing european type wall hung white water closet of approved make with push valve consealed type with cover plate 32 milimetre size of approved make including soil pipe, vent pipe upto outside face of wall, 100 milimetre diameter galvanised iron plug, bend, inlet pipe all fittings, cutting and making good walls, floors, excetra complete. (For Ground Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 287 | For First FloorSpecification No : As per Item No 106aAdditional Specifications : As per Item No 106a |
| 288 | For 2nd FloorSpecification No : As per Item No 106aAdditional Specifications : As per Item No 106a |
| 289 | For 3rd FloorSpecification No : As per Item No 106aAdditional Specifications : As per Item No 106a |
| 290 | Providing and fixing white glazed earthenware lipped flat back / corner type urinal with polyvinyl chloride 5 litres flushing cistern with fitting inlet pipe and stop tap, brackets for fixing the cistern 32 milimetre diameter polyvinyl chloride flush pipe with fitting including lead soil pipe, lead trap and soil pipe connection upto the outside face of the wall. (For Ground Floor)Specification No : Bd.V.26Specification Page No : 564 |
| 291 | For First FloorSpecification No : As per Item No 107aAdditional Specifications : As per Item No 107a |
| 292 | For 2nd FloorSpecification No : As per Item No 107aAdditional Specifications : As per Item No 107a |
| 293 | For 3rd FloorSpecification No : As per Item No 107aAdditional Specifications : As per Item No 107a |
| 294 | Providing and laying concrete pipes of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collers, excavation, laying, fixing with collers in cement mortar 1:1 and refilling the trench excetra complete.Specification No : Bd.V.41Specification Page No : 573 |
| 295 | Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope excetra complete.Specification No : CD.7Specification Page No : 162 |
| 296 | Providing and constructing brick masonry inspection chamber 90 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and with frame fixed in cement concrete with reinforced cement concrete cover medium duty 140 kilogram with frame etc complete. (using ARTIFICIAL SAND).Specification No : Bd.V.43Specification Page No : 574Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster.4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge. |
| 297 | Providing soak pit of size 120 centimetre X 120 centimetre X 120 centimetre including excavating and filling with brick bats.Specification No : Bd.V.46Specification Page No : 576 |
| 298 | 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. |
| 299 | For First FloorSpecification No : As per Item No 112aAdditional Specifications : As per Item No 112a |
| 300 | For 2nd FloorSpecification No : As per Item No 112aAdditional Specifications : As per Item No 112a |
| 301 | For 3rd FloorSpecification No : As per Item No 112aAdditional Specifications : As per Item No 112a |
| 302 | 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. |
| 303 | For First FloorSpecification No : As per Item No 113aAdditional Specifications : As per Item No 113a |
| 304 | For 2nd FloorSpecification No : As per Item No 113aAdditional Specifications : As per Item No 113a |
| 305 | For 3rd FloorSpecification No : As per Item No 113aAdditional Specifications : As per Item No 113a |
| 306 | 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. |
| 307 | Providing and fixing 15 centimetre rigid poly vinyl chloride nahani trap including poly vinyl chloride grating, bend, connecting piece of unplasticized poly vinyl chloride pipe upto the outside face of the wall, making good damaged surface and testing, excetra complete.( Prior approval of sample and brand by Ex. Engr.is necessary before use) (For Ground Floor)Specification No : Bd.V.32Specification Page No : 567Additional Specifications : Prior approval of sample and brand by Executive Engineer is necessary before use. |
| 308 | For First FloorSpecification No : As per Item No 115aAdditional Specifications : As per Item No 115a |
| 309 | For 2nd FloorSpecification No : As per Item No 115aAdditional Specifications : As per Item No 115a |
| 310 | For 3rd FloorSpecification No : As per Item No 115aAdditional Specifications : As per Item No 115a |
| 311 | 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.38Specification Page No : 572 |
| 312 | Providing and fixing polyvinyl chloride Rain water pipes of 110 milimetre outer and having wall thikness of 2.2 milimetre to 2.7 milimetre confirming to Indian standared 13592-1992 including proper rain water receiving recess with polyvinyl chloride plug, bends, necessary fittings, such as offset shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 milimetre to 40 milimetre from face of wall a fixing 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 andpolyvinyl chloride maintenance for three years for any leakages or dislocations of pipes. All the fittings and additional two piece socket clips shall be got approved from engineer in chargeetc. complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 313 | For First FloorSpecification No : As per Item No 117aAdditional Specifications : As per Item No 117a |
| 314 | For 2nd FloorSpecification No : As per Item No 117aAdditional Specifications : As per Item No 117a |
| 315 | For 3rd FloorSpecification No : As per Item No 117aAdditional Specifications : As per Item No 117a |
| 316 | Providing, laying and fixing, jointing Eco-drain 110 milimetre SN 8 Nu-Drain unplasticized poly vinyl chloride pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per Indian Standard : 15328 with fittings such a bends, tees, coupler, excetra jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material, excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 317 | For First FloorSpecification No : As per Item No 118aAdditional Specifications : As per Item No 118a |
| 318 | For 2nd FloorSpecification No : As per Item No 118aAdditional Specifications : As per Item No 118a |
| 319 | For 3rd FloorSpecification No : As per Item No 118aAdditional Specifications : As per Item No 118a |
| 320 | Providing and laying 100 milimetre diameter salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete.Specification No : Bd.V.39Specification Page No : 573 |
| 321 | Providing and laying for 150 milimetre diameter salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete.Specification No : Bd.V.39Specification Page No : 573 |
| 322 | Providing and fixing 15 milimetre diameter ball cock medium type with polyvinyl chloride float including sockets and necessary fittings and tested as per municipal requirements, excetra complete. (For Ground Floor)Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 323 | Providing, laying and fixing polyvinyl chloride pipe of 40 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge.2. The P.V.C. Pipe should be of approved and standard brand. |
| 324 | Providing and laying in trenches 50 milimetre diameter medium grade having embossed as Indian Standards Institution mark galvanised iron pipes of 5.17 kilogram per metre with necessary fittings, remaking good the demolished portion with filling trenches and with primer of anticorrosive oil paint two coats, Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected excetra complete.Specification No : Bd.V.5Specification Page No : 551Additional Specifications : 1. Galavanised iron pipe shall be of the type and the diametre specified in the wording of the item and shall comply with I.S. 1239-1973.2. The specified diametre of the pipe shall refer to the insidediametre of the pipe and fittings.3. Screw clips and galavnised iron fittings shall be of standard type to match the pipe. |
| 325 | Providing and fixing 45 centimetre wide mild steel ladder of 40 milimetre X 6 milimetre mild steel flat stringers and steps of 18 milimetre diameter mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60 centimetre X 30 centimetre X 30 centimetre and painting the ladder with anticorossive paint complete. (For Ground Floor)Specification No : Bd.V.19Specification Page No : 559Additional 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. |
| 326 | Providing stainless steel grab bars set for accessible toilets comprising of 4 numbers grab bars as specified below. (1 number wing grab bar + 1 number L shaped grab bar + 2 numbers straight grab bars = 1 typical set)27a) Swing grab bar (1 NOS) Providing a stainless steel 304 SWING HANDICAP GRAB BAR - 700 milimetre and of DIA:32MM and thickness 1.5mm of the roved brand and make. 27b) L Shaped grab bar (1 NOS) Providing stainless steel 304 L SHAPED DISABLED GRAB BAR of IZE-600MM (H) X600MM (D) and 32MM DIA. and thickness milimetre of the approved brand and make. 27c) Straight grab bar (2 NOS)Providing S.STEEL 304 GRAB RAIL (600 milimetre),32MM DIA. and thickness1.5mm of the approved brand and make.Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 327 | For First FloorSpecification No : As per Item No 125aAdditional Specifications : As per Item No 125a |
| 328 | For 2nd FloorSpecification No : As per Item No 125aAdditional Specifications : As per Item No 125a |
| 329 | For 3rd FloorSpecification No : As per Item No 125aAdditional Specifications : As per Item No 125a |
| 330 | Providing, laying and fixing polyvinyl chloride pipe of 110 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge.2. The P.V.C. Pipe should be of approved and standard brand. |
| 331 | Providing and laying in trenches 100 milimetre diameter heavy grade having embossed as Indian Standards Institution mark galvanised iron pipes of 14.74 kilogram per metre with necessary fittings, remaking good the demolished portion with filling trenches and with primer of anticorrosive oil paint two coats, excetra complete.Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed, excetra complete.Specification No : Bd.V.5Specification Page No : 551Additional Specifications : 1. Galavanised iron pipe shall be of the type and the diametre specified in the wording of the item and shall comply with I.S. 1239-1973.2. The specified diametre of the pipe shall refer to the insidediametre of the pipe and fittings.3. Screw clips and galavnised iron fittings shall be of standard type to match the pipe. |
| 332 | Providing and fixing 100 milimetre diameter water metre with non-return value including stainer, sockets / union nut including water metre box making locking arrangement and lock. [Without chamber].Specification No : Bd.V.7Specification Page No : 554 |
| 333 | Providing and fixing stainless steel sink 600 milimetre X 510 milimetre X 200 milimetre of approved make including coupling, outlet pipe, elbo and other necessary fitting, finishing excetra complete. (For Ground Floor)Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 334 | For First FloorSpecification No : As per Item No 129aAdditional Specifications : As per Item No 129a |
| 335 | For 2nd FloorSpecification No : As per Item No 129aAdditional Specifications : As per Item No 129a |
| 336 | For 3rd FloorSpecification No : As per Item No 129aAdditional Specifications : As per Item No 129a |
| 337 | Providing and fixing white glazed earthenware sink 600 milimetre X 200 milimetre X 450 milimetre including all connections of the galvanised iron supply and polyvinyl chloride waste pipes upto the outside face of the wall, cold water chromium plated screw down bib tap, rolled steel or cast iron brackets, rubber plug with chain and stop tap complete. (For Ground Floor)Specification No : Bd.V.31Specification Page No : 566 |
| 338 | For First FloorSpecification No : As per Item No 130aAdditional Specifications : As per Item No 130a |
| 339 | For 2nd FloorSpecification No : As per Item No 130aAdditional Specifications : As per Item No 130a |
| 340 | For 3rd FloorSpecification No : As per Item No 130aAdditional Specifications : As per Item No 130a |
| 341 | Boring / drilling bore well of 300 milimetre diameter for casing / strainer pipe, by suitable method prescribed in Indian Standard : 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire and running charges of allequipments, tools, plants and machinery required for the job, all complete as per direction of Engineer in charge, upto 90 metre depth below ground level.Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 342 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized polyvinyl chloride medium well-casing pipe of 150 milimetre diameter, conforming to Indian Standard : 12818, including required hire and labour charges, fittings and accessories, excetra all complete, for all depths, as per the direction of Engineer in charge.Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 343 | 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-301Specification Page No : 45-53Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. |
| 344 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.Specification No : MORTH-301 ,309Specification Page No : 45-53 ,85-89Additional Specifications : 1. The useful excavated material shall be utilised as directed by the Engineer in-charge.2. The rate of contract shall be for one cubic metre instead of one running metre as mentioned in the specification. |
| 345 | Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements) - 80 milimetre metal, by breaking boulders. (Hand broken).Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge.2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. |
| 346 | Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements) - 40 milimetre metal, by breaking boulders. (Hand broken).Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge.2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. |
| 347 | Spreading 80 milimetre / 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge.Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 348 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Specification No : MORTH-408Specification Page No : 139-142 |
| 349 | Supplying soft murum at the road site, including conveying and stacking, excetra complete.Specification No : MORTH-408Specification Page No : 139-142 |
| 350 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Specification No : MORTH-408Specification Page No : 139-142 |
| 351 | Compacting the sub grade/gravel/oversize metal (200 milimetre loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 352 | Providing and laying in situ cement concrete M-30 with tremix treatment for 200 milimetre thickness for concrete road including laying plastic sheet of 125 micron thickness with groove cutting of 4 milimetre wide and 20 milimetre deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate (V.S.I. grade finely washed crushed sand) excetra complete.Specification No : MORTH 602Additional 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. |
| 353 | Providing and fixing in position thermo mechanically treated FE 500, 25 milimetre diameter dowel bars precoated with anticorrosive epoxy paint, of required dia, 60 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening, necessary cutting, supported by thermo mechanically treated FE 500 chairs with proper alignment by using properly designed assembly of bulkheads, lubricating half length with bituminous paint as directed, excetra complete.Specification No : MoRTH 602 |
| 354 | Providing and casting in situ or precast tapering reinforced cement concrete M-20 Barrier type kerb without gutter (as per Indian Road Congress : 86-1983) embedded 125 milimetre below ground level over M-10 plain cement concrete finished neatly with cement mortar 1:2, setting the same in cement mortar 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineer in-charge. Using concrete batching and mixing plant.Specification No : MORTH 408 |
| 355 | Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25 milimetre to 450 milimetre section as per Indian Standard : 4923 YST 310 grade produced from iron ore and blast furnace route, excetra as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and painting complete. (For Ground Floor)Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 356 | 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. |
| 357 | Supplying and laying HMS PVC conduit FRLS grade 20 mm dia. With necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC. |
| 358 | Supplying and erecting HMS PVC conduit FRLS grade 25 mm dia. With necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC. |
| 359 | Supplying and laying HMS PVC conduit FRLS grade 25 mm dia. With necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC. |
| 360 | Supplying and erecting HMS PVC conduit FRLS grade 32 mm dia. With necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC. |
| 361 | Supplying and laying HMS PVC conduit FRLS grade 32mm dia. With necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC. |
| 362 | Supplying and erecting mains with 1x1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW |
| 363 | 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 |
| 364 | Supplying and erecting mains with 1x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW |
| 365 | 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 |
| 366 | Supplying and erecting mains with 1x4 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW |
| 367 | Supplying and erecting mains with 2x4 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 |
| 368 | Supplying and erecting mains with 1x6 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 |
| 369 | Supplying and erecting mains with 2x6 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 |
| 370 | Supplying and erecting mains with 4x6 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 |
| 371 | Supplying and erecting mains with 1x10 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 |
| 372 | Supplying and erecting mains with 4x10 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 |
| 373 | Supplying and erecting mains with 1x16 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 |
| 374 | Supplying and erecting mains with 4x16 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 |
| 375 | 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 |
| 376 | Supplying and erecting PVC insulated PVC round sheathed 2.5 sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 Kv |
| 377 | Supplying and erecting PVC insulated PVC round sheathed 4 sq.mm (56 no. x 0.30 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV |
| 378 | Supplying and erecting Ceiling rose bakelite base 6A. erected on filled polypropylene board or polished double wooden block/PVC junction box. |
| 379 | Supplying 16 amp. 3 pin plug Top bakelite type of 230 V. A.C. supply. |
| 380 | Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete. |
| 381 | Supplying and erecting modular type switch 16A duly erected on provided plate and box with wiring connections complete. |
| 382 | Supplying and erecting modular type switch one way 16 / 20 A, duly erected on provided plate and box with wiring connections complete with neon indicator. |
| 383 | Supplying and erecting modular type D.P. switch 32A with indicator, duly erected on provided plate and box with wiring connections complete. |
| 384 | Supplying and erecting 16 / 20 / 25 A starter (modular range) 2 module for AC unit on provided box complete & duly concealed with necessary material and connected. |
| 385 | Supplying and erecting modular type 3 pin 6A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete. |
| 386 | 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. |
| 387 | Supplying and erecting modular type telephone socket one gang with safety shutter, duly erected on provided plate and box with wiring connections complete. |
| 388 | Supplying and erecting modular type computer Jack RJ45 with safety shutter, duly erected on provided plate and box with wiring connections complete. |
| 389 | Supplying and erecting modular type (two module) electronic dimmer 1000W, duly erected on provided plate and box with wiring connections complete. |
| 390 | Supplying and erecting modular type (two module) electronic step regulator for fan, duly erected on provided plate and box with wiring connections complete. |
| 391 | Supplying and erecting PVC Surface modular switch box with double mounting plate for 4 module duly erected. |
| 392 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 1 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 393 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 2 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 394 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 3 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 395 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 6 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 396 | Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 12 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background. |
| 397 | Point wiring for light/bell concealed type in min 20 mm FRLS grade HMS PVC conduit with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories as per specification No: WGPW/CW |
| 398 | Point wiring for ceiling fan concealed type in min 20 mm FRLS grade HMS PVC conduit with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories as per specification No: WGPW/CW |
| 399 | Point wiring for independent plug, concealed type in min 20 mm FRLS grade HMS PVC conduit with 1.5 sq.mm (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories as per specification No WG-PW/SW |
| 400 | Wiring for plug on board with Switch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification No: WGPW/CW |
| 401 | Point wiring for light/bell hybrid type (Surface type under false ceiling and concealed type for drops & switch boards on walls) in min 20 mm PVC conduit / casing n capping with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories as per specification No: WGPW/HW |
| 402 | Point wiring for ceiling fan (Surface type under false ceiling and concealed type for drops & switch boards on walls) in min 20 mm PVC conduit / casing n capping with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories as per specification No: WG-PW/HW |
| 403 | 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 |
| 404 | Secondary point wiring for additional light/ bell point, concealed type in min 20 mm FRLS grade PVC conduit with 1.5 sq.mm. (2+1E) FRLSH grade copper wires with required accessories as per specification No: WG-PW/CW |
| 405 | Supplying & erecting 2 pair telephone copper cable 0.5 mm dia. with high density polyethylene insulation, polyester taped, Nylon Rip Cord & grey colour sheathed with FR PVC, conforming to ITD specification S/WS 113C laid in provided PVC casingapping/conduit as per specification No. WG-TW |
| 406 | Supplying & erecting 20 pair telephone copper cable 0.5 mm dia. with high density polyethylene insulation, polyester taped, Nylon Rip Cord & grey colour sheathed with FR PVC, conforming to ITD specification S/WS 113C laid in provided PVC casingapping/conduit as per specification No. WG-TW |
| 407 | Supplying & erecting 100 pair telephone copper cable 0.5 mm dia. with high density polyethylene insulation, polyester taped, Nylon Rip Cord & grey colour sheathed with FR PVC, conforming to ITD specification S/WS 113C laid in provided PVC casing apping/conduit as per specification No. WG-TW |
| 408 | Supplying & erecting 100 pair, 0.5 mm dia. jelly filled armoured telephone copper cable with poly-al laminate moisture barrier, polythene sheathed, G.S.Tape armoured polythene jacketed having laid in provided trench as per specification No. WG-TW |
| 409 | Supplying and erecting 3m HDMI cord low voltage grade minimum 4k compliant to be laid in provided conduits with male/female 19 pin HDMI connectors complete |
| 410 | Supplying, erecting & commissioning MDF Box 400x400 pairs made from min. 1.5mm thick MS sheet as per specification no. WG-TW |
| 411 | Supplying, erecting & commissioning 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW |
| 412 | Supplying, erecting & commissioning 40 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW |
| 413 | Supplying, erecting & commissioning 100 pairs M.S. junction box made from min. 1.5mm thick MS sheet as per specification no. WG-TW |
| 414 | Supplying, erecting & commissioning 10 pair module for connection & disconnection of telephone cable as per specification no. WG-TW |
| 415 | Supplying and installing, testing & commissioning of digital (hybrid) type EPABX of 6 x 32 extensions suitable upto 96 extensions complete.( Addadditional 16 extension card for digital (hybrid) type EPABX- 4Nos & club 2 EPBX) |
| 416 | Supplying, installing, testing & commissioning push button telephone instrument desk top unit as per specification complete |
| 417 | Supplying, installing, testing & commissioning IP telephone instrument as per specification complete. |
| 418 | Supplying & installing expansion cabinet for extension of digital hybrid EPABX to expand system by 32 ports with programming and configuration of extensions and Direct lines with required accessories complete. |
| 419 | Supplying and installing cat-6 cable suitable for networking as per specification no. WG-COC/NC |
| 420 | Supplying and installing cat-6 armoured cable with ECCS tape suitable for networking as per specification No. WG-COC/NC |
| 421 | Supplying and fixing 1 m UTP patch cord of Cat 6 type in position as per specification No. WG-COC/PC |
| 422 | Supplying, installing and testing UTP connector (RJ-45) as per specification No. WG-NAS/UTPC. |
| 423 | Supplying and erecting FR grade, pvc armoured multimode optical fibre cable with 6 fibres, with core dia 50/125 µm (OM3) suitable for 1 gbps ethernet distance at 850 nm of wavelength, on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC LSZH |
| 424 | Supplying, fixing, and configuring 20 Ports+4G Combo, Managed Layer 2, POE Switch erected in provided rack complete. |
| 425 | Supplying, fixing, and configuring 24 ports, POE switch in provided rack as per specification No. WG-NWC/ENS |
| 426 | 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. WGNWC/ GBS |
| 427 | Supplying, fixing, and configuring broadband ADSL router with all accessories, on provided rack or as directed as per specification No. WG-NWC/ADSL |
| 428 | Supplying and fixing 24 port patch panel with tool-less keystone jacks in provided U Rack complete as per specification no. WG-NAS/PP |
| 429 | Supplying and fixing 6U wall mount rack (Dimension-DxWxH – 500x600x367 mm) as per specification No. WG-NAS/RAK |
| 430 | Supplying and fixing 9U wall mount rack (Dimension-DxWxH – 500x600x500 mm) as per specification No. WG-NAS/RAK |
| 431 | Supplying and fixing 17U floor mount rack (Dimension-DxWxH – 800x600x954 mm) as per specification No. WG-NAS/RAK |
| 432 | Supplying and fixing dual-band manageable wireless 3x3 Mesh Router, high performance, 802.11 n/ac unified, concurrent access point with POE in networking as per specification no. WG-NAS/LAP2 |
| 433 | Supplying and erecting LED square / circular Max. 18 W down lighter having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 2000 Lumens, min. efficacy of 110lumen/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 of2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clipscomplete with 3 years warranty. |
| 434 | Supplying and erecting LED squareMax. 25 W Panel Light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 2750 Lumens, min. efficacy of 110lumen/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 of2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clipscomplete with 3 years warranty. |
| 435 | Supplying and erecting LED Panel Light(600mm X 600mm) Max. 30 W having CRCA powder coated housing, polystyrene diffuser having systemlumens output of Min. 3600 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 clipscomplete with 3 years warranty. |
| 436 | Making suitable size of recess in any type of false ceiling for erection of flush type LED panel light 600mm x 600mm and finishing the background to match the original ceiling surface. |
| 437 | 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. |
| 438 | Supplying and erecting CRCA powder coated corridor/passage light LED fitting (4 feet) Max. 17W with high transitivity diffuser with system lumens output of Min. 2000 lumens , min. efficacy of 120 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., Ripple<5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver, with end caps on provided PVC Block / wooden board with 3 years warranty. |
| 439 | 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 / woodenboard with 3 years warranty. |
| 440 | Supplying and erecting anodized aluminium corridor / passage / mirror light LED fitting (2 feet) Max. 12W with high transitivity diffuser with min. system lumens output of 1200 lumens, min. efficacy of 100 lumen/W, CRI>80, CCT upto 6000K, Beam Angle of 110 deg., Ripple<5%, THD<10%, p.f. >0.95, operating range of 200-270V, surge protection of 2 kV, Life class of 50,000 Hrs. at L70B50, including driver with end caps on provided PVC Block / woodenboard with 3 years warranty. |
| 441 | Supplying and erecting ding dong / electronic musical type call bell with heavy duty coil suitable to operate on 230V A.C. supply erected on polished double wooden block/sunmica block of suitable size. |
| 442 | Supplying and erecting integrated LED street light fitting 23 to 25W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 2300 Lumens, min. efficacy of 100 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 3Years warranty as per specification No FG-ODF/FLS2. |
| 443 | Supplying and erecting integrated LED street light fitting 60W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 6600 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. |
| 444 | Supplying and erecting bracket fan 400 mm. sweep A. C. 230 volts 50 cycles 1350 RPM. Oscillating type, plastic or metal blades chrome plated guard with speed regulator and moisture proof treatment to winding and with ‘E’ class insulation. |
| 445 | 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. |
| 446 | Supplying and erecting integrated LED flood light fitting Max. 100W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 12000 Lumens, min. efficacy of 120 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty as per specification No FG-ODF/FLS2. |
| 447 | Supplying and erecting integrated LED flood light fitting Max. 155W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 18600 Lumens, min. efficacy of 120 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty as per specification No FG-ODF/FLS2. |
| 448 | Supplying and erecting integrated LED Bollard Cylindrical/Cubical shaped 800mm 8W IP65 & IK10 class having extrusion aluminium housing withpolycarbonate diffuser, having system lumens output of Min. 800 Lumens, min. efficacy of 100 lumen/W, CRI>80, CCT upto 6500K, THD<10%, p.f. >0.90,operating range of 140-240V, inbuilt surge protection of 2 kV, Life class of 25,000 Hrs. at L50B50, including driver complete with 2 Year warranty as per specification No FG-ODF/FLS2. |
| 449 | Supplying and erecting integrated LED round burial light 6W IP65 & IK10 class having pressure die-cast housing, having system lumens output of Min.500 Lumens, min. efficacy of 85 lumen/W, CRI>80, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 100-240V, inbuilt surge protection of4 kV, Life class of 50,000 Hrs. at L50B50, including driver, salt spray tested for 500 Hrs. including making of recess of appropriate size for flushing into surfacewith 2 Year warranty as per specification No FG-ODF/FLS2. |
| 450 | Supplying & erecting integral post top lantern fixtures (mushroom type) suitable for LED lamp upto 12 W consisting of clear acrylic top cover, cast aluminium pole cap complete with accessories on provided pole /bracket as per specification no. FG-ODF/PTL |
| 451 | Supplying and erecting street light Wall bracket made from 40 mm. dia ‘ G.I. pipe 1.2 m. in total length complete as per specification no. FG-BKT/WB |
| 452 | Supplying & erecting 10-12W, 230V integral type LED Lamp suitable for B-22 /E-27 base. |
| 453 | Supplying and erecting exhaust fan heavy duty 230 V, A.C. 50 cycles 375/380 mm. 900 RPM complete erected in position as per specification no. FG-FN/EXF |
| 454 | Supplying and erecting exhaust fan heavy duty 230 V A.C. 50 cycles 375/380 mm. 1400 RPM complete erected in position as per specification no. FGFN/EXF |
| 455 | Supplying and erecting energy saving ceiling fan 230 V A.C. 50 cycles 1200 mm complete erected in position as per specification no. FG-FN/CF |
| 456 | 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. |
| 457 | Supplying and erecting ‘B’ class G.I .pipe / M.S. pipe down rod duly painted for fan complete erected with PVC three core flexible cable 1 sq. mm copper PVC wire. |
| 458 | Supplying & erecting 22 SWG G.I sheet metal cawl sector shaped with 25 x 25 x3 (mm) angle iron frame, metal mesh to avoid birds entry with necessary material, suitable for exhaust fan of 400 mm as per specification no FG-FAS/MSC |
| 459 | Supplying & erecting 20 SWG G.I sheet metal cawl rectangular /round shaped with 25 x 25x 3 (mm) angle iron frame, metal mesh to avoid birds entry with necessary material, suitable for exhaust fan of 400 mm as per specification no FGFAS/MSC |
| 460 | Supplying, installing, testing & commissioning 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 |
| 461 | Supplying, installing, testing & commissioning split type variable speed inverter technology with minimum 3 to 1 convertible mode for compressor, room air conditioning unit 2.1TR to 2.3TR capacity having ISEER minimum 3.8 to maximum 4.39 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 |
| 462 | Supplying & erecting seamless outside & inside, smooth, dry and clean copper pipe with ROHS compliant suitable for refrigerant having 22SWG thickness and inner dia/size 12mm complete. |
| 463 | Supplying & 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. |
| 464 | Supplying, erecting, testing and commissioning 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/WC |
| 465 | Supplying and erecting ultra violet water purifier with softener for safe drinking water consisting of UV germicidal tube of 8W capacity, choke made of copper wire, two indicator lamps, dual function cartridge with output of purified water 1 litre/min with activated carbon filter and softener operating on 230V, single phase A.C. supply with UV fail & filter change indication system. |
| 466 | Supplying, erecting, testing and commissioning of 10kVA capacity online pure sine wave, with backup time of 1.5 hrs. PWM & IGBT based UPS with 0.9 tounity output pf, 3 phase input & 3 phase output complete with all protections as per specification no. AP-UPS |
| 467 | Supplying and erecting 12 V/65Ah SMF battery with battery terminal wire, duly charged complete with 24 months warranty complete |
| 468 | 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. |
| 469 | 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 |
| 470 | 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 12 mm for solar water heater/AC system. |
| 471 | 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. |
| 472 | Supplying and erecting 20/25 mm (ID/OD) Chlorinated polyvinyl chloride pipe (CPVC), thickness 2.6 mm conforming to IS 15778 (CTS Series) withnecessary CPVC fittings and solvent cement for Solar Water Heater System as per specification No. ESD-HWP/CPVC |
| 473 | Supplying and erecting 25/32 mm (ID/OD) Chlorinated polyvinyl chloride pipe (CPVC), thickness 3.2 mm conforming to IS 15778 (CTS Series) withnecessary CPVC fittings and solvent cement for Solar Water Heater System as per specification No. ESD-HWP/CPVC |
| 474 | Supplying, installing, testing and commissioning of 100 kWp ON-GRID Solar PV System / Plant consisting Solar PV Poly Crystalline Panel (335 Wp X300 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. |
| 475 | Supplying & erecting three phase, 415V, street light control panel up to the max load of 12kW, TPN MCB 63A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54,IK10 protection, suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation, with overcurrent, short circuit, earth fault protection on provided iron frame / CC foundation. |
| 476 | Supplying, erecting & marking SPMCB 0.5A to 5A, C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB |
| 477 | Supplying, erecting & marking SPMCB 6A to 32A, C-series with rated short -circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB |
| 478 | Supplying, erecting & marking SPMCB 6A to 32A, B-series with rated short -circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB |
| 479 | Supplying, erecting & marking DPMCB 6 A to 32 A, B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as perspecification no. SW-SWR/MCB |
| 480 | Supplying, erecting & marking TPMCB 32A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB |
| 481 | Supplying, erecting & marking FPMCB 32A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB |
| 482 | Supplying, erecting & marking FPMCB63A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB |
| 483 | Supplying, fixing and commissioning MCB type change over switch 4 pole, 63A with 3 positions (I-O-II) with centre off position as per specification no. SW-SWR/ MCBCOS |
| 484 | Supplying & erecting triple pole and neutral distribution board (TPNDB), SP/TP MCBs total 4 ways /12 Poles, with door, 1.2mm thickness surface/flushmounted, IP 43 Protection on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB |
| 485 | Supplying and erecting single pole and neutral distribution board (SPNDB), with 2 ways for incoming and 6 ways (6 poles) for outgoing SP MCBs, with door, 1.2mm thickness surface / flush mounted, IP 43 Protection on iron / GI frame as per specification no. SW-SWR/MCBDB |
| 486 | Supplying & erecting triple pole and neutral distribution board (TPNDB), SP/TP MCBs total 12 ways /36 poles, with door, 1.2mm thickness surface/flush mounted, IP 43 Protection on iron/GI frame (vertical busbar type)( for UPS) as per specification no. SW-SWR/MCBDB |
| 487 | Supplying and erecting single pole and neutral distribution board (SPNDB), with 2 ways for incoming and 2 ways (2 poles) for outgoing SP MCBs, withdoor, 1.2mm thickness surface / flush mounted, IP 43 Protection on iron / GI frame as per specification no. SW-SWR/MCBDB |
| 488 | Supplying & erecting CRCA sheet metal enclosures of 1.2mm thickness with 20A, 2 pin plug & earth socket and 20A, 3 pin plug top with 20A/30A single pole MCB having rated short - circuit breaking capacity (Icn) 10kA complete erected on angle iron/ GI frame |
| 489 | Supplying & erecting CRCA sheet metal enclosures of 1.2mm thickness with 30 A, 3 pin plug & earth socket and 30A, 3 pin plug top with 30A triple pole MCB having rated short - circuit breaking capacity (Icn) 10kA complete erected on angle iron / GI frame |
| 490 | Supplying & erecting CRCA sheet metal one way enclosures of 1.2mm thickness suitable for DP MCB /TP MCB/FP MCB/RCCB/RCBO complete erectedon angle iron/GI frame |
| 491 | Supplying & erecting triple pole and neutral distribution board (TPNDB), 3 pole/4 pole MCCB as incomer & outgoing SP MCB (24 poles) or TP MCBof 8 ways (24 poles), with door, 1.2mm thickness, surface/flush mounted, on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB1 |
| 492 | Providing & erecting 4 Pole MCCB upto 100A, 415V,with short circuitrating 25 kA (Ics=100% of Icu ),adjustablethermal (overload) setting and fixed magnetic setting with provided leads,provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frameas per specification no. SW-SWR/MCCB |
| 493 | Supplying, erecting & commissioning 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 |
| 494 | Supplying, fixing and commissioning 2 pole, RCBO 6/10/16/20/25A, withovercurrent, rated short-circuit breaking capacity (10 kA) and earth leakageprotection, with 30/100/300 mA sensitivity and short circuit and earth leakagetrip indication as per specification no SW-RCCB/RCBO |
| 495 | Supplying, fixing and commissioning 4 pole RCBO 32/40A, with overcurrent, rated short-circuit breaking capacity (10 kA) and earth leakage protection, with 30/100/300 mA sensitivity and short circuit and earth leakage trip indication as per specification no SW-RCCB/RCBO |
| 496 | Supplying, installation, testing and commissioning extendable/non-extendable indoor type 11 kV, 630A, load break switch, compliant to IEC 62271 -100, 200and 102, on provided MS channels/trench/foundations per specification no SWHTS/ LBS |
| 497 | 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 |
| 498 | Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCDdisplay, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy, load survey, TOD,tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections andmounting hardware on provided panels complete with calibration certificate from manufacturer. |
| 499 | Supplying and erecting 100 kVAr, 3 phase, 50 Hz., Power contactors Derated for microprocessor APFC controller with MPP / APP type capacitor with 525 V and having minimum overcurrent capacity of 1.8 In, peak inrush current capacity 300 In and minimum life 150000 hours with , consisting of suitable steps of MPP / APP type capacitor units with detuned aluminium filter 7% reactors with circuit breaker as main incomer and MCCB for each branch protection, as per specification no CP-ED/APFC |
| 500 | 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 |
| 501 | 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 |
| 502 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½core 300 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 |
| 503 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 300 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 |
| 504 | 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 |
| 505 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 4 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU |
| 506 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 2.5 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU |
| 507 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU |
| 508 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 10 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU |
| 509 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 4 sq mm copper conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/CU |
| 510 | Supplying , erecting & terminating XLPE insulated, galvanised steel formed wire armoured (strip) cable 11 kV(E), 3 x 95 sq. mm. aluminium conductorlaid in provided trench / pipe as per specification no. CB-HT |
| 511 | Providing and erecting Heat shrinkable indoor termination kit for 11 kV ( E ) XLPE HT cable 3x up to 95 sq. mm. with necessary material as perspecification no. CB-JT/HT |
| 512 | Providing and erecting Heat shrinkable out door termination kit for 11 kV ( E) XLPE HT cable 3 x up to 95 sq. mm. with necessary material as perspecification No. CB-JT/HT |
| 513 | Supplying & erecting G.I. pipe ‘A’ class 50 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE |
| 514 | 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. & depth up to 90 cm) 50 mmoutsidedia. doublewall corrugatedpipes(DWC) ofHDPE for enclosing cable below ground/road surface, to required depth complete. ( for Street Light Cable - 167 + for Pump Cable - 38) |
| 515 | Supplying and laying (including excavation of suitable width & depth up to 90 cm) 90 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete. |
| 516 | 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. |
| 517 | Supplying & erecting FRP box of size 250mm x 200mm x 100 mm, 2.7 mm thick complete on pole/wall as per specification No. CB-SB |
| 518 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 4 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU |
| 519 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. copperconductor complete erected with glands & lugs, on wall/ trusses/ pole or laid inprovided trench/ pipe as per specification no. CB-LT/CU |
| 520 | Supplying and erecting 12.5 m (clear height) motorized high-mast (Top -150mm, Bottom- 360mm) hot dipped galvanized material with average minimum thickness 65 micron, made from high tensile structure grade steel as per BSEN - 10025 S355/E350 & 3mm thickness, with base plate 25 mm thick x OD 520 mm grade as per IS-2062, pole made in single section & submerge arc welded, with lowering & raising motorized unit, wire rope stainless steel 316 grade 2 nos., 7x19 construction 5mm, SG-DG U clamps, double drum with assembly 250 kg, 5x2.5 Sq.mm. flexible copper cable with lantern carriage assembly suitable for max. 12 nos. luminaires and its control gear box, lightning arrestor, arrangement for fixing aviation light, high-mast with serial number, factory inspection report/test report of high-mast should be provided as per specifications on provided foundation J type stud/bolts with necessary accessories complete as per specification no. OHPL/ HM (excluding luminaries) |
| 521 | Providing & erecting 6 m high (clear height) galvanised octagonal pole withfoundation bolts having bottom of 130 mm A/F, top 70 mm A/F on providedfoundation as per specification no. OH-PL/OPL |
| 522 | Providing and erecting galvanised 1000mm single arm sword type bracket with FRP dome and ball as per specification no. OH-PL/PBKT |
| 523 | Supplying and erecting outdoor stand mounted feeder pillar for high-mast of the same manufacturer with 63A TPN MCB incomer, 24hr astronomical timeswitch with minimum 5 Years battery backup, , IP 54 and IK10 protection, 45 A TP contactor for automatic switching of luminaires, 2 no 9A contactors andraise/lower push button, and provision for termination of adequate size of incoming and outgoing cables complete erected in min. 14 SWG CRCA sheet box powder coated with supporting angles, self lock, gasket and slanting top erectedon CC foundation complete. |
| 524 | Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no.EA-EP (St. Light Panel -1, |
| 525 | 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 |
| 526 | 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 |
| 527 | 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 |
| 528 | 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. EAEP. |
| 529 | Supplying and erecting GI wire of high purity of required sizes used for earthing or any other purposes on wall with necessary G. I. Clamps fixed on wall/cable/ conduit with screws complete |
| 530 | Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted withinsulating and non-corrosive bond with required joints As per specification no. EA-EP. |
| 531 | Supplying & 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. |
| 532 | Supplying, installing, testing & commissioning 3 phase, 11/0.433 kV, 50 Hz., 200 kVA, Mineral oil immersed and naturally cooled outdoor type, copper wound Non-sealed transformer delta/star connected with additional neutral brought out on load side, temperature rise should not exceed 45? by thermometer in oil and 50 ? by the resistance method in winding at full load rating, using type Awinding insulation (kraft paper) with HV tapping (with off load tap changer)off load +2.5 to -5 in steps of 2.5%, having 4 number of tap positions, with standard accessories complete with test certificate with losses below 780 Watts at 50% load, 2300 Watts at 100% load as per IS:1180 (part 1) : 2014 , with necessary permissions of Electrical Inspector, as per specification no SS- TRNSL. |
| 533 | Supplying and fixing PVC synthetic elastomer electrically insulating mat with class B insulation conforming to IS: 15652 – 2006 having 2.5 mm thicknessup to 11 kV |
| 534 | Supplying, erecting, testing and commissioning of 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 andmaximum 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 of16 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 pecification no. GEN-DG |
| 535 | Supplying, erecting, testing and commissioning of microprocessor based AMF panel suitable for diesel generating set of 200 kVA capacity Three phase, 415 Volts, 50Hz A.C. with all standard features, safeties etc as per specification no. GEN-AMF. |
| 536 | 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 (1W - 1 S) |
| 537 | Supplying & erecting flat flexible 3 core 4 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 538 | Supplying & erecting automatic control panel for 3 Phase , 415 volt, A.C, Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc . |
| 539 | Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.C. Submersible/centrifugal pump set up to 7.5 HP - 10 H.P. consisting of DOL starter having relay range 13-21 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. |
| 540 | 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. |
| 541 | Supplying, installation, testing and commissioning of booster fire pump [BP] suitable for water discharge of 900 LPM at 35 m head driven by electric motor 415 volts, 3 phase 50 Hz, AC supply of 7.5 kW or of suitable kW capacity for manual/automatic operation and consisting of following : (a) Horizontal/vertical type, single/multi stage, centrifugal casing pump of cast iron body & bronze/CI impeller with stainless steel shaft (SS410 grade), mechanical seal conforming to IS 1520. (b) Squirrel cage induction motor, TEFC, synchronous speed 3000 RPM, suitable for operation on with IP 55 protection for enclosure, horizontal foot mounted type with Class-\"F\" insulation, conforming to IS-325. (c) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (d)Erected on provided suitable size cement concrete foundation duly plastered with anti vibration pads with perfect aligning, proper levelling complete pump set with accessories duly painted with two coats of synthetic enamel paint of fire red colour over a coat of primer (ISC code 536 as per IS 2932 of 2003) complete, as per specification no. FF-MFP/BP |
| 542 | Supplying and erecting G.I. pipe ‘C’ class ERW 75/80 mm dia with necessary fittings complete as per specification no. FF-PP |
| 543 | Supplying and erecting G.I. pipe ‘C’ class ERW 100 mm dia with necessary fittings complete as per specification no. FF-PP |
| 544 | Supplying and erecting G.I. pipe ‘C’ class ERW 150 mm dia with necessary fittings complete as per specification no. FF-PP |
| 545 | Providing coating of bitumen paint & 4mm thick wrapping for underground 150 mm ring main of fire fighting system. |
| 546 | Supplying and erecting 100 mm dia Cast Iron end line strainer of Y-type flanged end pattern, PN16 pressure rating, SS screen, end connection withFlanged / Screwed / Socket Weld / Butt Weld End etc with standard OAR (open area Ratio) for positive suction complete as per specification no. FF-VL/ELS |
| 547 | 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 |
| 548 | Supplying and erecting 150 mm dia cast iron double flange NRV complete with PN16 pressure rating, as per specification no. FF-VL/NRV |
| 549 | Supplying and erecting 25 mm dia gun metal gate valve complete with PN16 pressure rating, as per specification no. FF-VL/GV |
| 550 | Supplying and erecting 50 mm dia gun metal gate valve complete with PN16 pressure rating, as per specification no. FF-VL/GV |
| 551 | Supplying and erecting gun metal single outlet hydrant valve fitted with necessary accessories complete as per specification no. FF-VL/HV |
| 552 | 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 |
| 553 | Supplying and erecting 63mm dia, reinforced rubber lined (R.R.L.) hose pipe, 15m in length, fitted with necessary accessories complete as per specificationno. FF-FFA/RRL |
| 554 | Supplying and erecting gun metal branch pipe of 63 mm dia fitted with 20 mm dia detachable hexagonal nozzle complete as per specification no. FFFFA/NZ |
| 555 | Supplying and erecting 150 mm dia fire brigade header suitable for supplying water in fire tank complete as per specification no. FF-FA/FBC |
| 556 | Supplying and erecting fire brigade header ( Siamese connection )of 150 mm dia, for supplying water in fire tank complete as per specification no. FFFA/FMC |
| 557 | 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 |
| 558 | 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 |
| 559 | Supplying and erecting brass orifice plate having 6 mm. thickness, 140 mm outer dia with required diameter of inner hole at every single outlet hydrantvalve as per specification no. FF-FFA/OP |
| 560 | 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) |
| 561 | Supplying and erecting M.S./CRCA cabinet for housing Floor Hydrant valve, hose pipe, hose reel and branch pipe (size 1000 x 736 x 736 mm.) made from 16 SWG sheet and angle iron 25 x 25 x 4 mm. having front doors with viewing glass (8\"x6\") and locking arrangement with necessary fixing material such as rubber bidding etc. duly painted in post box red colour( Code 538 of IS 5) |
| 562 | Supplying, erecting testing and commissioning optical type smoke detector on suitable back box with necessary connections complete as per specification no. FF-FAS/SD |
| 563 | Supplying, erecting testing and commissioning manual call point (Pill box) with break glass, push button (resettable type) in metal enclosure complete as perspecification no. FF-FAAS/MCP |
| 564 | Supplying, erecting, testing and commissioning hooters having high (100dB @ 1m) and low (94dB @ 1m) volume setting, group addressing facility allowing multiple sounders to be activated with CRCAenclosure complete as per specification no. FF-FAAS/HTR |
| 565 | Supplying, installing, testing and commissioning FRLS, XLPE armoured cable 2 core 1.5 sq.mm. copper conductor complete erected on wall/ ceiling completeas per specification no. CB-LT/CU |
| 566 | Supplying, installing, testing and commissioning FR, XLPE armoured cable 4 core 1.5 sq.mm. copper conductor complete erected on wall/ ceiling complete as per specification no. CB-LT/CU (for DG Set control Cabeling) |
| 567 | Supplying, installing, testing and commissioning of 4 Zones Microprocessor based conventional fire alarm control panel (FACP) with standard accessories, 16x2 Character LCD Display, provision for zone wise contact and beep sound alarm, suitable to operate on 120-220 V AC, 0 - 49 Deg C, 93 ± 2 Percentage RH (non- condensing) at 32 ± 2 Deg C complete as per specification no. FF-FAAS/FACP |
| 568 | Supplying, erecting, testing and commissioning of 1.5 sq. mm speaker wire complete. |
| 569 | Supplying, erecting, testing and commissioning30 Watts sound column or ceiling mounted complete as per specification no. FF-PA/SOC |
| 570 | Supplying, erecting, testing and commissioning stand mounted/handheld type wired microphone having 2 mV/Pa sensitivity, impedance level limit 300ohms 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 jackcomplete as per specification no. FF-PA/MIC |
| 571 | Supplying, erecting, testing and commissioning rust free microphone table stand of chrome plating/powder coating or S.S. material, up to 500 mm height and suitable base for sturdy mechanism ensuring trouble free movement complete. |
| 572 | Supplying, erecting, testing and commissioning of 2 core shielded cable complete as per specification no. FF-PA/MCC |
| 573 | Excavating soft murum / soft soil road by chiselling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good complete. |
| 574 | Making transformer plinth (1.5 x 1.5 x 1.5) m in size with necessary excavation in ground with 150 mm. thick M- 10 PCC at the bottom and top and 250 mm.thick, burnt brick wall constructed at periphery and remaining hollow portion shall be filled with 40mm hard broken aggregate. External surface duly plastered by 12 mm thick including watering etc complete. |
| 575 | Making cement concrete foundationin 1:2:4 cement concrete with foundation bolts and nuts complete. (cost of wooden box is included) (for Solar Mounting stand). |
| 576 | Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 6m to 8m high octagonal /conical GI pole). |
| 577 | Making M- 20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixingprovided nut bolts with the help of template, duly plastered as per design complete (for 12.5 m raising lowering high mast). |
| 578 | Supplying and erecting ISI mark GI pipe 50 mm dia.‘B’ class at position with accessories complete as per specification no. CW-PLB/GP. |
| 579 | Supplying and erecting non return valve 50 mm dia in position made of gun metal complete. |
| 580 | SITC of Electric Traction Passenger Lift with 1299498· Rated capacity :- 10 Passenger/680Kg · Floors :- G+3 floor (4 Stops/4 Landings) · Travel :- 10.80 mtrs· Location of Lift Machine:- MR/MRL · Rated speed :- 1.0mps VS · Car/Landing door clear opening of 800 mm wide x 2000 mm high · Clear Car size of 1300mm wide x 1350mm deep x 2250mm high · Lift shaft available having clear size of 2400mm wide x1800mm deep, 1500mm Pit depth, 4200mm 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 issuedby NABL accredited or Independent test laboratory). |
| 581 | SITC of Main Panel,The panel shall be comprising of following & IEC 61439, Panel should be fully compartmentallised, wall mounted withM.S. Channel dully painted, fabricated of 14/16swg CRCA sheets completely derusted, chemically treated and powder coated with approved shade, ON - Off Indicating LED lamp, locking arrangements, withdual source intelligent flush mounted panel meter three phase four wire (IPM) 415V CT/ PT site programmable class I flush mounted (96 x 96mm) meter with voltage, current, frequency, power factor , ON hrs, kWh, EB and DG set metering and LT current transformer with bar primary 50/5 to 1000/5 ratio with 15 VA burden as per SLD having following items:-MainI/O 400 Amp FP MCCB. DGI/O 400 Amp FP MCCB.400Amp ATSBus bar chamber TPN & E withaluminium bars 600AOutgoing- 400A FP MCCB- 2 N0s. 200A FP MCCB - 2 Nos. 100A FP MCCB - 2 Nos. 63A FP MCB C series - 4Nos.32A FP MCB C series - 2 Nos.(RA Sheet Attached) |
| 582 | SITC of DISTRIBUTION Floor Panel,The panel shall be comprising of following & IEC 61439, Panel should be fully compartmentallised, wall mounted withM.S. Channel dully painted, fabricated of 14/16swg CRCA sheets completely derusted, chemically treated and powder coated with approved shade, ON - Off Indicating LED lamp, locking arrangements, withdual source intelligent flush mounted panel meter three phase four wire (IPM) 415V CT/ PT site programmable class I flush mounted (96 x 96mm) meter with voltage, current, frequency, power factor , ON hrs, kWh, EB and DG set metering and LT current transformer with bar primary 50/5 to 1000/5 ratio with 15 VA burden as per SLD having following items:-MainI/O 400 Amp TPN MCCB. Bus bar chamber TPN & E withaluminium bars Outgoing- 200A TP MCCB- 5 N0s. 100A TP MCCB- 3 N0s. .(RA Sheet Attached) |
| 583 | SITC of Floor Panel,The panel shall be comprising of following & IEC 61439, Panel should be fully compartmentallised, wall mounted withM.S. Channel dully painted, fabricated of 14/16swg CRCA sheets completely derusted, chemically treated and powder coated with approved shade, ON - Off Indicating LED lamp, locking arrangements, withdual source intelligent flush mounted panel meter three phase four wire (IPM) 415V CT/ PT site programmable class I flush mounted (96 x 96mm) meter with voltage, current, frequency, power factor , ON hrs, kWh, EB and DG set metering and LT current transformer with bar primary 50/5 to 1000/5 ratio with 15 VA burden as per SLD having following items:-MainI/O 200 Amp TPN MCCB. 25 kA (Ics=100% of Icu) capacityBus bar chamber TPN & E withaluminium bars 400 A. Outgoing- 100A TP MCCB- 15 N0s. 63A TP MCB C series -4 Nos. 32A TP MCB C series - 3 Nos.(RA Sheet Attached) |
| 584 | Electricity Provison |
| 585 | Providing Supplying, & fixing of EPSON make 3LCD Projector with 3300 Imns , HDMIUSB . VGA Ports . Bright high-quality images with easy to use XGA model featuring 3LCD technology Resolution 1024x768, Contrast Ratio 15000: 1 Throw Ratio 1.44- 1.95:1 VideoColor, modes: Blackboard, Cinema, Dynamic. Presentation, sRGB 2 Watt inbuilt loudspeaker, Weight 2.4kg. Colour reproduction upto 1.07 billion colours Aspect ratio 4:3 (Rates are as per Sanct.letter No:- 1685/ 2022/Dated:-29.06.2022 )(Rate sanctioned By SE Pune for Proposed 100 Beded MCH Wing at GMC Miraj, Civil Hospital, Sangli estimate) |
| 586 | Providing supplying. & fixting of Motorized 4 x 6 mat finish screen with 2 \"black border ,Seamless compund milti-layers diffuse reflection fabric . Tabular Motor with smooth & quiter operation (Rates are as per Sanct.letter No:- 1685/ 2022/Dated:-29.06.2022 )(Rate sanctioned By SE Pune for Proposed 100 Beded MCH Wing at GMC Miraj, Civil Hospital, Sangli estimate) |
| 587 | Proving Supplying & Fixing of celling mount kit Heavy Quality, adjustable with -/+ 15\" Tilting. 2 feet x 2 feet to fit EPSON make 3LCD Projector with adjustable Bracket (Rates are as per Sanct.letter No:- 1685/ 2022/Dated:-29.06.2022 )(Rate sanctioned By SE Pune for Proposed 100 Beded MCH Wing at GMC Miraj, Civil Hospital, Sangli estimate) |
| 588 | Supplying, installing, testing, and commissioning of self Luminous Exit Sign in accordance with BS5499as per sample approved by incharge (FIRE EXIT 300mm X 150mm) (Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 589 | SITC of Amplifier 480 W for public address system suitable to operate on 230 V A.C./ 24 Volts D.C. in a 3U high 19” housing, Dual inputs with priority switching, 100 V input for slave operation on 100 V speaker line, EN 54-16 certified, Power reduction on backup power - -1 dB - Frequency response - 60 Hz to 18 kHz (+1 / -3 dB at -10 dB ref. rated output)- Distortion - < 1% at rated output, 1 kHz- S/N (flat at max volume) - > 90 dB- Max power consumption - 1600 VA- Max power - 990W- Line Input - 2 x- Connector 3-pin XLR, balanced- 100 V input Connector - Screw, unbalanced- Line loop through output – 2X- Loudspeakers outputs - 3 x etc.supply complete as per specification (Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 590 | SITC of Mixer amplifier compitable with USB, Bluetooth device of 240 W for public address system suitable to operate on 230 V A.C./ 24 Volts D.C. supply, Inbuilt Bluetooth for Audio streming, Supports audio playback from pendrive, 4 microphone / line inputes, plus music source input, Insert feature to use as a pre/ power amplifier, optional 2 tone chime generation for input 3Frequency response (Line) 60 Hz to 20 kHz (+1/-3 dB @-10 dB ref. rated output)Frequency response (Mic.) 70 Hz to 20 kHz (+1/-3 dB @-10 dB ref. rated output)Distortion <1% @ rated output power, 1 kHzBass Control Max. ± 8 dB, Treble Control Max. ± 8 dB, Sensitivity 1 mV (mic.); 300 mV (line)Impedance >1 kohm (mic.); >5 kohm (line) Dynamic range 93 dB, Operating temperature -10 ºC to +45 ºC, Storage temperature -40 ºC to +70 ºC, Dimensions (H x W x D) 100 x 430 x 270 mm, etc.complete as per specification (Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 591 | SITC of 6 zone Call stationwith Six zone selection keys, all-call key and momentary PTT-key for calls, Selectable gain, speech filter, limiter, and output level for improved intelligibility, LED indications for zone selection, fault, and emergency state, suitable provide seven additional zone and zone group keys for public address system suitable to operate on 230 V A.C./ 24 Volts D.C. supply, Frequency response -100 Hz to 16 kHz, Distortion- <0.6% (maximum input), Nominal sensitivity- 85 dB SPL (gain preset 0 dB), Output impedance- 200 ohm, Operating temperature- -10 ºC to +45 ºC, Base dimensions- 40 x 100 x 235 mm complete as per specification (Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 592 | SITC of 6 Zone Controllercompitable with Built-in message manager and 240 W amplifier,having Six-zone outputs, 6 emergency and 6 business triggers for public address system suitable to operate on 230 V A.C./ 24 Volts D.C. supply, Frequency response 60 Hz to 18 kHz, Distortion <1% at rated output power, 1 kHzBass control -8/+8 dB at 100 HzTreble control -8/+8 dB at 10 kHzSensitivity 1 mV (mic), 1 V (line)Impedance >1 kohm (mic); >5 kohm (line)Sensitivity 200 mV, Impedance 22 kohmImpedance <1 kohm, General complete as per specification (Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 593 | SITC of 4 TB (7200 RPM) Surveillance hard disk 4 TB storage capacity with SATA suppon 6GB NCQ 64 MB cache 3.5 inches(3 years warranty) (Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 594 | SITC of42\" Full HD TV VGA DVL, 2 x HDMI, LAN, 2 xUSB RGS In out Avin Component in wit ready 20W speakers professional full HD display complete with mounting hardware and software 200 templete included to create your own content manage content with suggested PC or mobile device A professional display backed by three years onsite/offsite warranty and dedicated B2B support (3 years warranty) (Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 595 | SITC of 5 MP Full IP Bullet Camera Complete. Camera Sensor 1/2.7\", 5.0 megapixel, progressive scan, CMOS Lens [email protected] Distance 60 Meter Detect Shutter Auto/Manual, 1 ~ 1/100000s Colour: 0.01Lux (F2.0, AGC ON) Minimum Illumination 0Lux with IR onDigital noise reduction 2D/3D DNR Day / Night IR-cut filter with auto switch (ICR)S/N >52dBIR Range Up to 30m (98ft) IR rangeWavelength 850 nmIR On/Off Control Auto/ManualDefog Digital DefogWDR DWDRVideo Compression Ultra 265, H.265, H.264, MJPEGH.264 code profile Baseline profile, Main ProfileFrame Rate Main Stream: 5MP (2592*1944), 30 fps; Sub Stream: 720P (1280×720),30 fps, Video Bit Rate 128 Kbps~16 MbpsOSD Up to 4 OSDs Privacy Mask Up to 4 areas ROI Up to 2 areas Motion Detection Up to 4 areas Image Compression, colour, brightness, sharpness, contrast, white balance, exposure control, Backlightcompensasion. Auto/ Outdoor/Fine Tune/Sodium Lamp/ Locked / Auto 2Digital noise reduction 2D/3D DNRSmart IR Support FlipNormal/ Vertical / Horizontal /180°Dewarping NAHLC SupportedBLC Supported Network Protocols IPv4, IGMP, ICMP, ARP, TCP, UDP, DHCP, RTP, RTSP, RTCP, DNS, DDNS, NTP, FTP, UPnP, HTTP, HTTPS, SMTP, SSL, QoSInterface 10/100M Base-TX Ethernet Compatible Integration ONVIF (Profile S, Profile T), Built in microphone, Password Protection, IP adress Filtering, User access log, along with IP 66 Protection BOX,Operating temprature- 0 to 50 degree C, API Certifications Certifications CE: EN 60950-1/UL: UL60950-1/FCC: FCC Part 15 (3 Years Warrenty) (Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 596 | SITC of 5 MP Full IP Dome Camera Complete. Camera Sensor 1/2.7\", 5.0 megapixel, progressive scan, CMOS Lens 4.0mm @ F2.0 DORI Distance 60 Meter DetectShutter Auto/ Manual, 1 ~ 1/100000s Colour: 0.01Lux (F2.0, AGC ON) Minimum Illumination 0 Lux with IR onDigital noise reduction 2D/3D DNR Day / Night IR-cut filter with auto switch (ICR) S/N >52dBIR Range Up to 30m (98ft) IR range Wave length 850 nmIR On/Off Control Auto/ Manual Defog Digital DefogWDR DWDRVideo Compression Ultra 265, H.265, H.264, MJPEGH.264 code profile Baseline profile, Main ProfileFrame Rate Main Stream: 5MP (2592*1944), 30 fps; Sub Stream: 720P (1280×720), 30 fps, Video Bit Rate 128 Kbps~16 MbpsOSD Up to 4 OSDs Privacy Mask Up to 4 areas ROI Up to 2 areas Motion Detection Up to 4 areas Image Compression, colour, brightness, sharpness, contrast, white balance, exposure control, Backlightcompensasion. Auto/ Outdoor/ Fine Tune/Sodium Lamp/ Locked / Auto 2Digital noise reduction 2D /3D DNRSmart IR Support Flip Normal/ Vertical / Horizontal /180° Dewarping NAHLC SupportedBLC Supported Network Protocols IPv4, IGMP, ICMP, ARP, TCP, UDP, DHCP, RTP, RTSP, RTCP, DNS, DDNS, NTP, FTP, UPnP, HTTP, HTTPS, SMTP, SSL, QoS Interface 10/100M Base-TX Ethernet Compatible Integration ONVIF (Profile S, Profile T), Built in microphone, Password Protection, IP adress Filtering, User access log, Along with Tamper Resistant casing Box.Operating temprature- 0 to 50 degree C, API Certifications CE: EN 60950-1/UL: UL60950-1/FCC: FCC Part 15 (3 Years Warrenty)(Rates are as per Sanct.letter No:- 1055/ 2022/Dated:-27.07.2022 )(Rate sanctioned By SE Nanded for New Construction of College Building for Dairy Technology atUdgir estimate) |
| 597 | SITC of 32 Channel professinal series 4K HD Network Video Recorder Smart H265+/H265/Smart H264+ Max 320Mbps Incoming Bandwith upto 12MPResolution for Preview and Playback. Bit Rate 16Kbps-20Mbps per channel. 2HDMI/ 2VGA simultaneous video output to enhance the storagereliablity when the network break down, Quad- Core embeded processor. 8 STATA III Ports upto 6 TB for each HDD for 2 RJ45 port (10/100/1000Mbps) independant of joint Networking. Analytical Features like - ANPR, People Count, Face Detection, Missing/ Abonded Objects, Tripwire and Instrsion alarms, Smart FAN to achive high cooling effects. Automatic Network Replenishment (ANR) Technology - Network Video Recorders with ANR function automatically store video data on an IP camera SD card when the Network is disconnected. After recovery of the network, the NVR automatically retrives the video data stored on the camera. |
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