Construction of New Man Dahiwadi Panchayat Samiti Administrative Building Tal Man and Dist-Satara Civil Electrical Work

Amount

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 2 / 153 Specification No : Bd.A.1 Spec. Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 6 / 153 Specification No : Bd.A.2 Spec. Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling, with available earth, murum, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 14 / 154 Specification No : Bd.A.4 Spec. Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in hard rock by chiselling wedging, line drilling excetra including trimming and levelling the bed, removing the excavated materials upto a distance of 50 metres beyond the building area and stacking as directed, dewatering and back filling with available earth / murum, ramming, watering complete. (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 20 / 155 Specification No : Bd.A.6 Spec. Page No : 260 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Excavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated materials and stacking it in measurable heaps within a distance of 50 metre from the building area and including dewatering and back filling with available earth, murum, watering, ramming complete. By Mechanical Means (Lift from 1.5 metre to 3.0 metre) Item / Page No : 18 / 155 Specification No : Bd.A.5 Spec. Page No : 259-260 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

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. Item / Page No : 24 / 156 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.

Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete

Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller without 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). Item / Page No : 8 / 176 Specification No : Bd.E.4, B-7 Spec. Page No : 289-290, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing 20 milimetre to 25 milimetre thick rough shahabad box type waterproofing for basement or underground floor on a base of cement concrete 1:3:6, including sub-base of 2.50 centimetre thick cement mortar 1:3 with conceal, setcrete (RMW), Algeeproof or other alike water proofing liquids, raking of joints upto 35 milimetre depth, filling the joints with 6 milimetre size crushed metal, hand grouting with cement slurry, curing and cleaning, with seven years gaurantee on court fee stamp paper of Rs. 100/- with ponding test excetra complete. (excluding cement concrete 1:3:6 base concrete). Item / Page No : 12 / 206 Specification No : Bd.J.2 Spec. Page No : 355 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and laying Cast in situ / Ready Mix cement concrete 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 without 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). Item / Page No : 13 / 178 Specification No : Bd.F.3, B-7 Spec. Page No : 298, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying cast in situ / Ready Mix Cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete 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 without 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). Item / Page No : 19 / 185 Specification No : Bd.F.11, B-7 Spec. Page No : 304, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying cast in situ / Ready Mix Cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete pardi of required thickness including centering, formwork, cover blocks, compacting, finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller without 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). Item / Page No : 19 / 185 Specification No : Bd.F.11, B-7 Spec. Page No : 304, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For 2nd Floor

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 without 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 First Floor) (using ARTIFICIAL SAND). Item / Page No : 33 / 180 Specification No : Bd.F.5, B-7 Spec. Page No : 300, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor

For 2nd Floor

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 without 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). Item / Page No : 52 / 181 Specification No : As per Item No 12a Spec. Page No : --- Additional Specifications : As per Item No 12a

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 without 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). Item / Page No : 52 / 181 Specification No : As per Item No 12a Spec. Page No : --- Additional Specifications : As per Item No 12a

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 without 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). Item / Page No : 52 / 181 Specification No : As per Item No 12a Spec. Page No : --- Additional Specifications : As per Item No 12a

Providing and laying cast in situ / Ready Mix cement concrete M-25 of Trap / granite /quartzite/ gneissmetal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without 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). Item / Page No : 72 / 182 Specification No : Bd.F.8, B-7 Spec. Page No : 302-303, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 72 / 182 Specification No : As per Item No 13a Spec. Page No : --- Additional Specifications : As per Item No 13a

For 2nd Floor Item / Page No : 72 / 182 Specification No : As per Item No 13a Spec. Page No : --- Additional Specifications : As per Item No 13a

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 without 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). Item / Page No : 26 / 186 Specification No : Bd.F.13 Spec. Page No : 305 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 26 / 186 Specification No : As per Item No 14a Spec. Page No : --- Additional Specifications : As per Item No 14a

Providing and laying cast in situ / Ready Mix cement concrete M-40 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). with fully automatic micro processor based Programmable Logic Controller without 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). Item / Page No : 58 / 182 Specification No : Bd.F.6, B-7 Spec. Page No : 300-301, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

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 without 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). Item / Page No : 7 / 184 Specification No : BDF-9, B-7 Spec. Page No : 303-304, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 7 / 184 Specification No : As per Item No 16a Spec. Page No : --- Additional Specifications : As per Item No 16a

For 2nd Floor Item / Page No : 7 / 184 Specification No : As per Item No 16a Spec. Page No : --- Additional Specifications : As per Item No 16a

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 without 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). Item / Page No : 23 / 185 Specification No : Bd.F.12, B-7 Spec. Page No : 304-305, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 23 / 185 Specification No : As per Item No 17a Spec. Page No : --- Additional Specifications : As per Item No 17a

For 2nd Floor Item / Page No : 23 / 185 Specification No : As per Item No 17a Spec. Page No : --- Additional Specifications : As per Item No 17a

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) Item / Page No : 33 / 188 Specification No : Bd.F.17 Spec. Page No : 306 Additional Specifications : 1. As per Indian Standard 1786 / 1985 with latest amendments. 2. Various diametre of TMT-FE 500 bars brought on site for the work shall be got tested category wise and lot wise as directed by the Engineer in-charge and minimum 50% of testing should be done in departmental laboratory. 3. Steel to be used must be procured from authorised agent of main producers.

For First Floor Item / Page No : 33 / 188 Specification No : As per Item No 18a Spec. Page No : --- Additional Specifications : As per Item No 18a

For 2nd Floor Item / Page No : 33 / 188 Specification No : As per Item No 18a Spec. Page No : --- Additional Specifications : As per Item No 18a

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. Item / Page No : 23 / 155 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.

Providing and fixing 20 milimetre to 25 milimetre thick rough shahabad box type waterproofing treatment to vertical outside faces of reinforced cement concrete walls of basement or underground floor including filling the gap of 25 milimetre between rough shahabad and reinforced cement concrete walls with cement grout mixed with water proofing liquid Algeeproof or alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width of 30 milimetre to 35 milimetre and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with cement concrete 1:2:4 mixed with water proofing liquid, curing, with seven years gaurantee on court fee stamp paper of Rs. 100/- with ponding test, excetra complete. (excluding cement concrete 1:3:6 base concrete). Item / Page No : 13 / 207 Specification No : Bd.J.2 Spec. Page No : 355 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

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). Item / Page No : 12 / 198 Specification No : Bd.G.3, Bd.G.5 Spec. Page No : 314, 315 Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:6. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. The work shall be done as per instructions of Engineer in charge. 10. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 13 / 198 Specification No : Bd.G.3, Bd.G.5 Spec. Page No : 314, 315 Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:6. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. The work shall be done as per instructions of Engineer in charge. 10. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 13 / 198 Specification No : As per Item No 22a Spec. Page No : --- Additional Specifications : As per Item No 22a

For 2nd Floor Item / Page No : 13 / 198 Specification No : As per Item No 22a Spec. Page No : --- Additional Specifications : As per Item No 22a

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). Item / Page No : 14 / 198 Specification No : Bd.G.7 Spec. Page No : 316 Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:4. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 14 / 198 Specification No : As per Item No 23a Spec. Page No : --- Additional Specifications : As per Item No 23a

For 2nd Floor Item / Page No : 14 / 198 Specification No : As per Item No 23a Spec. Page No : --- Additional Specifications : As per Item No 23a

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) Item / Page No : 26 / 210 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 26 / 210 Specification No : As per Item No 24a Spec. Page No : --- Additional Specifications : As per Item No 24a

For 2nd Floor Item / Page No : 26 / 210 Specification No : As per Item No 24a Spec. Page No : --- Additional Specifications : As per Item No 24a

Providing internal cement plaster 12 milimetre thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 5 / 209 Specification No : Bd.L.2 Spec. Page No : 368 Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 5 / 209 Specification No : As per Item No 25a Spec. Page No : --- Additional Specifications : As per Item No 25a

For 2nd Floor Item / Page No : 5 / 209 Specification No : As per Item No 25a Spec. Page No : --- Additional Specifications : As per Item No 25a

Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 8 / 209 Specification No : Bd.L.4 Spec. Page No : 368 Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 8 / 209 Specification No : As per Item No 26a Spec. Page No : --- Additional Specifications : As per Item No 26a

For 2nd Floor Item / Page No : 8 / 209 Specification No : As per Item No 26a Spec. Page No : --- Additional Specifications : As per Item No 26a

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). Item / Page No : 11 / 209 Specification No : Bd.L.7 Spec. Page No : 369 Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 11 / 209 Specification No : As per Item No 27a Spec. Page No : --- Additional Specifications : As per Item No 27a

For 2nd Floor Item / Page No : 11 / 209 Specification No : As per Item No 27a Spec. Page No : --- Additional Specifications : As per Item No 27a

Providing neeru finish to plastered surfaces in all positions including scaffolding and curing, excetra complete. (For Ground Floor) Item / Page No : 15 / 210 Specification No : Bd.L.10 Spec. Page No : 370

For First Floor Item / Page No : 15 / 210 Specification No : As per Item No 28a Spec. Page No : --- Additional Specifications : As per Item No 28a

For 2nd Floor Item / Page No : 15 / 210 Specification No : As per Item No 28a Spec. Page No : --- Additional Specifications : As per Item No 28a

Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 30 / 216 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing 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) Item / Page No : 26 / 208 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 26 / 208 Specification No : As per Item No 30a Spec. Page No : --- Additional Specifications : As per Item No 30a

For 2nd Floor Item / Page No : 26 / 208 Specification No : As per Item No 30a Spec. Page No : --- Additional Specifications : As per Item No 30a

Providing water proofing treatment as per Indian Standard : 1346-1966 to generally inaccessible sloping Reinforced Cement Concrete Terrace slab with bitumen felts in all positions in five course, consisting of applying cold bitumen primer coat at the rate of 2.5 litre per 10 Sqm., hot bitumen layer at the rate of 14.50 kilogram per 10 Sqm. and over the same layer of bitumen felt of type III grade (I) as per IS: 1332-1965 across the slope with 10 centimetre overlap commencing at lowest level and again applying hot bitumen course at the rate of 14.50 kilogram per 10 square metre and finally spreading over it grit at the rate of 14.50 kilogram per 10 square metre including all lifts, leads and scaffolding whenever necessary complete as directed with four years' guarantee on requisite stamp paper excetra complete. (For First Floor) Item / Page No : 17 / 207 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For 2nd Floor Item / Page No : 17 / 207 Specification No : As per Item No 31a Spec. Page No : --- Additional Specifications : As per Item No 31a

Providing water proofing treatment as per Indian Standard : 1346-1966 to generally inaccessible sloping Reinforced Cement Concrete Terrace slab with bitumen felts in all positions in five course, consisting of applying cold bitumen primer coat at the rate of 2.5 litre per 10 Sqm., hot bitumen layer at the rate of 14.50 kilogram per 10 Sqm. and over the same layer of bitumen felt of type III grade (I) as per IS: 1332-1965 across the slope with 10 centimetre overlap commencing at lowest level and again applying hot bitumen course at the rate of 14.50 kilogram per 10 square metre and finally spreading over it grit at the rate of 14.50 kilogram per 10 square metre including all lifts, leads and scaffolding whenever necessary complete as directed with four years' guarantee on requisite stamp paper excetra complete. (For Ground Floor) Item / Page No : 17 / 207 Specification No : As per Item No 31a Spec. Page No : --- Additional Specifications : As per Item No 31a

Construction of precast reinforced cement concrete railing of M-30 grade, aggregate size not exceeding 12 milimetre, true to line and grade, tolerence of vertical reinforced cement concrete post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 milimetre, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 56 / 98 Specification No : MORTH-2700, 1500, 1600, 1700 Spec. Page No : --- Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor . Item / Page No : 56 / 98 Specification No : MORTH-2700, 1500, 1600, 1700 Spec. Page No : ---

For 2nd Floor.. Item / Page No : 56 / 98 Specification No : MORTH-2700, 1500, 1600, 1700 Spec. Page No : ---

Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for flooring of approved colour and design, 22 +/- 2 milimetre thick bayer colour pigmented as per Indian Standard : 1237-1980 reaffirmed in 2006, having compressive strength more than 500 kilogram per squre centimetre, having wert transvrse strenghth of 3.5 per square milimetre, water absorption less than 10 percent, abrasion / wear resistance less than 2 milimetre, skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 X 300 or equivalent, in plain / designed pattern on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polished and cleaning, excetra complete.for flooring (using ARTIFICIAL SAND). Item / Page No : 76 / 221 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying 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). Item / Page No : 34 / 216 Specification No : Bd.M.3 B Spec. Page No : 380 Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

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). Item / Page No : 68 / 220 Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 68 / 220 Specification No : As per Item No 35a Spec. Page No : --- Additional Specifications : As per Item No 35a

For 2nd Floor Item / Page No : 68 / 220 Specification No : As per Item No 35a Spec. Page No : --- Additional Specifications : As per Item No 35a

Providing leather finished polishing to granite stone slab by continuous grinding in four coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing, excetra complete. (For Ground Floor) Item / Page No : 56 / 219 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

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). Item / Page No : 35 / 216 Specification No : Bd.M.22 B Spec. Page No : 390 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of step should be chafered or rounded as directed. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 35 / 216 Specification No : As per Item No 37a Spec. Page No : --- Additional Specifications : As per Item No 37a

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). Item / Page No : 6 / 213 Specification No : Bd.M.3 Spec. Page No : 380 Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 milimetre to 30 milimetre thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 81 / 221 Specification No : Bd.M.3 Spec. Page No : 380 Additional Specifications : 1. The work shall be carried out as directed by 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.

Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for steps and dado of approved colour and design, 22 +/- 2 milimetre thick bayer colour pigmented as per Indian Standard : 1237-1980 reaffirmed in 2006, having wert transvrse strenghth of 3.5 per square milimetre, water absorption less than 10 percent, abrasion / wear resistance less than 2 milimetre, skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 in plain / designed pattern on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polished and cleaning, excetra complete.For steps, and dado (using ARTIFICIAL SAND). Item / Page No : 77 / 221 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying vitrified stone effect 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 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). Item / Page No : 46 / 218 Specification No : Bd.M.12 Spec. Page No : 385 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 46 / 218 Specification No : As per Item No 41a Spec. Page No : --- Additional Specifications : As per Item No 41a

For 2nd Floor Item / Page No : 46 / 218 Specification No : As per Item No 41a Spec. Page No : --- Additional Specifications : As per Item No 41a

Providing and laying vitrified stone effect 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). Item / Page No : 47 / 218 Specification No : Bd.M.12 Spec. Page No : 385 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 47 / 218 Specification No : As per Item No 42a Spec. Page No : --- Additional Specifications : As per Item No 42a

For 2nd Floor Item / Page No : 47 / 218 Specification No : As per Item No 42a Spec. Page No : --- Additional Specifications : As per Item No 42a

Providing and laying vitrified matt finish tiles of having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 42 / 217 Specification No : Bd.M.12 Spec. Page No : 385 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 42 / 217 Specification No : As per Item No 43a Spec. Page No : --- Additional Specifications : As per Item No 43a

For 2nd Floor Item / Page No : 42 / 217 Specification No : As per Item No 43a Spec. Page No : --- Additional Specifications : As per Item No 43a

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). Item / Page No : 41 / 217 Specification No : Bd.M.12 Spec. Page No : 385 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 41 / 217 Specification No : As per Item No 44a Spec. Page No : --- Additional Specifications : As per Item No 44a

For 2nd Floor Item / Page No : 41 / 217 Specification No : As per Item No 44a Spec. Page No : --- Additional Specifications : As per Item No 44a

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) Item / Page No : 2 / 233 Specification No : Bd.R.2 Spec. Page No : 450

For First Floor Item / Page No : 2 / 233 Specification No : As per Item No 45a Spec. Page No : --- Additional Specifications : As per Item No 45a

Providing and fixing Mangalore tile ridge and hip tiles of class "AA" including scaffolding if necessary, pointing with coloured cement mortar and curing, excetra complete. (For Ground Floor) Item / Page No : 3 / 233 Specification No : Bd.R.3 Spec. Page No : 450

For First Floor Item / Page No : 3 / 233 Specification No : As per Item No 46a Spec. Page No : --- Additional Specifications : As per Item No 46a

Providing and fixing valley gutters of 22 B.S.W. (0.8 milimetre) plain galvanised iron sheets 120 centimetre wide with teak wood planking 20 milimetre thick including two coats of coal-taring the upper surface of plank, excetra complete. (excluding painting to under side of plank) (For Ground Floor) Item / Page No : 8 / 233 Specification No : Bd.R.10 Spec. Page No : 455

Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of two tracks with rectangular pipe having overall dimentsions 63.50 milimetre X 38.10 milimetre X 1.02 milimetre at weight 0.547 kilogram per running metre and window frame bottom track section 61.85 milimetre X 31.75 milimetre X 1.20 milimetre at weight 0.695 kilogram per running metre. Top and side track section 61.85 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.659 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass with all required screws and nuts, excetra complete. - With colour anodising with box. (For Ground Floor) Item / Page No : 37 / 251 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 37 / 251 Specification No : As per Item No 48a Spec. Page No : --- Additional Specifications : As per Item No 48a

For 2nd Floor Item / Page No : 37 / 251 Specification No : As per Item No 48a Spec. Page No : --- Additional Specifications : As per Item No 48a

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) Item / Page No : 41 / 253 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 41 / 253 Specification No : As per Item No 49a Spec. Page No : --- Additional Specifications : As per Item No 49a

For 2nd Floor Item / Page No : 41 / 253 Specification No : As per Item No 49a Spec. Page No : --- Additional Specifications : As per Item No 49a

Providing and fixing in position, single shuttered aluminium extruded powder coated openable door of overall size 0.90 metre X 2.40 metre with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre, 3 milimetre thick top rails 47.62 milimetre X 44.45 milimetre, 3 milimetre thick, vertical style 47.62 milimetre X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels excetra, Indian Standard Institution mark, heavy duty, Hydraulic floor spring of 150 kilogram capacity, having heavy duty concealed lock, necessary beeding, glazing clips, poly vinyl chloride gaskets, 250 milimetre length tower bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipments, excetra complete. (For Ground Floor) Item / Page No : 64 / 259 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 64 / 259 Specification No : As per Item No 50a Spec. Page No : --- Additional Specifications : As per Item No 50a

For 2nd Floor Item / Page No : 64 / 259 Specification No : As per Item No 50a Spec. Page No : --- Additional Specifications : As per Item No 50a

Providing and fixing factory made single leaf 2 hour fire rated door as per Indian Standard : 3614 Part 2 and British Standard 476 Part 20 and 22, tested to UL 10 C and conforming to NFPA 80, tested at NTL / CBRI / Automobile Research Association of India of plain steel finish type with a) Frame of size 143 milimetre X 58 milimetre and thickness of 1.6 milimetre thick skin pass galvanized iron sheet (conforming to Indian Standard : 277) formed to single or double rebate profile. b) Shutter of 46 milimetre thickness and constructed from 1.2 milimetre thick skin pass galvanized iron sheet (conforming to Indian Standard : 277) infill Rockwool / Mineral wool / Honey comb craft paper. c) Vision glass of 5 milimetre thick clear / wired glass circular or rectangular. d) Finish : Primed with zinc phosphate stoving primer and finished with polyurethane aliphatic grade or epoxy paint as required of thickness 60 micron. e) Accessories : Minimum 8 anchor fastener of HILTI make, minimum 3 stainless steel ball bearing butt hinges, Mortise sash lock with lever handle, Mortise dead bolt, Mortise latch, door closer and flush bolts complete. (For Ground Floor) Item / Page No : 97 / 377 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 97 / 377 Specification No : As per Item No 51a Spec. Page No : --- Additional Specifications : As per Item No 51a

For 2nd Floor Item / Page No : 97 / 377 Specification No : As per Item No 51a Spec. Page No : --- Additional Specifications : As per Item No 51a

Providing and fixing in position Gypsum board false ceiling with 12.5 milimetre thick Gypsum boards, screwed / fixed to the under structure of suspended galvanised iron Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 X 50 milimetre maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts excetra all complete. (For Ground Floor) Item / Page No : 51 / 243 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For 2nd Floor.Providing and fixing in position Gypsum board false ceiling with 12.5 milimetre thick Gypsum boards, screwed / fixed to the under structure of suspended galvanised iron Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 X 50 milimetre maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts excetra all complete. (For Ground Floor) Item / Page No : 51 / 243 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing in position aluminium fixed window fully glazed of any size as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections including necessary fixtures and fastening such as 5 milimetre thick clear float glass, excetra complete. - Colour anodized. (For Ground Floor) Item / Page No : 52a / 256 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.

Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in cement mortar 1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with cement mortar 1:3 admixed with approved water proofing compound and finally top finishing with average 20 milimetre thick layers of same mortar added with jute fiber at one kilogram per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300 milimetre X 300 milimetre, making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 4 / 205 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. The amount of 10 percent of the total cost of the item shall be retained as retaintion money for the entire gaurantee period of 10 years. 3. The procedure of execution of this item should be got approved from the Engineer in-charge. 4. The contractor has to sign the gaurantee bond on stamp paper worth Rs. 100.00 5. The work shall be carried out as per the wording of the item and as per the guideline specification for waterproofing work. 6. Smooth finish over brick bat coba and for chamfer in cement mortar 1:3 should be done with proper line. 7. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing 34 milimetre thick moulded door shutter consisting of solid core single leaf flush door of 30 milimetre thickness lipped with 15 milimetre (5 milimetre X 3) thick X 30 milimetre width on one style and top rail and 10 milimetre (5 milimetre X 2) thick X 30 milimetre width on other style and bottom rails. The inner panels laminated with 2 milimetre thick termiteproof, waterproof and fire resistant moulded poly vinyl chloride sheet with 2, 4, 6 raised panels design in different plane and / or prelam colours on one side after routing the moulded design on flush doors and 2 milimetre plain and / or prelam poly vinyl chloride on other side using rubber adhesive on flush door and solvent cement adhesive on the poly vinyl chloride lipping, excetra as per direction of engineer in charge and manufacturers specifications and drawing, excetra complete. (For Ground Floor) Item / Page No : 48 / 256 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 48 / 256 Specification No : As per Item No 55a Spec. Page No : --- Additional Specifications : As per Item No 55a

For 2nd Floor Item / Page No : 48 / 256 Specification No : As per Item No 55a Spec. Page No : --- Additional Specifications : As per Item No 55a

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) Item / Page No : 1 / 245 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 1 / 245 Specification No : As per Item No 56a Spec. Page No : --- Additional Specifications : As per Item No 56a

For 2nd Floor Item / Page No : 1 / 245 Specification No : As per Item No 56a Spec. Page No : --- Additional Specifications : As per Item No 56a

Providing and fixing country cut teak wood double or single leaf second class fully panelled door shutter with 35 milimetre thick and style and rail 25 milimetre thick pannels with openable fan light as per detailed drawings, excluding the door frame 60 milimetre X 100 milimetre including stainless steel fixrtures and fastening and finishing the wood work with oil painting three coats, excetra complete.(Excluding the door frame) (For Ground Floor) Item / Page No : 4 / 245 Specification No : Bd.T.7, Bd.T.8 Spec. Page No : 481, 482

Providing and fixing single leaf panelled door shutter without fanlight shutter and 35 milimetre thick as per drawing consisting of teak wood top rail size 100 milimetre X 35 milimetre and bottom rail and lock rail 200 milimetre X 35 milimetre insert panel 12 milimetre thick commerical playfaced teak wood partical board with panel formaldehyed synthetic resin (Generally confirming to Indian Standard : 3097) excluding frame including stainless steel fixtures fastening and teak wood beading at junctions of panels inserts and as instructed by the Engineer in charge including three coats of oil painting, excetra complete. (For Ground Floor) Item / Page No : 6 / 245 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge.

Providing and fixing solid core flush door shutter in single leaf 32 milimetre thick decorative type of exterior grade as per detailed drawings, approved face veneers 3 milimetre thick on both faces or as directed, all necessary beeds, moulding and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides and finishing with french polish, excetra complete. (For Ground Floor) Item / Page No : 9 / 246 Specification No : Bd.T.34 Spec. Page No : 499 Additional Specifications : Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge.

For First Floor Item / Page No : 9 / 246 Specification No : As per Item No 59a Spec. Page No : --- Additional Specifications : As per Item No 59a

For 2nd Floor Item / Page No : 9 / 246 Specification No : As per Item No 59a Spec. Page No : --- Additional Specifications : As per Item No 59a

Providing and fixing country cut teak wood window with double leaf half glazed and half panelled shutter with style 70 milimetre X 20 milimetre thick rails 95 milimetre X 20 milimetre thick and pannels 15 milimetre thick with ventilator including wrought iron hold fast, stainless steel fixtures and fastening and finishing the wood work with oil painting three coats, excetra complete. (For Ground Floor) Item / Page No : 16 / 247 Specification No : Bd.T.42 Spec. Page No : 503 Additional Specifications : Window shutter and fixtures and fastenings shall be got approved by Engineer in-charge.

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) Item / Page No : 1 / 264 Specification No : Bd.U.1 Spec. Page No : 537 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The grill design shall be got approved from the Engineer in-charge before use.

For First Floor Item / Page No : 1 / 264 Specification No : As per Item No 61a Spec. Page No : --- Additional Specifications : As per Item No 61a

For 2nd Floor Item / Page No : 1 / 264 Specification No : As per Item No 61a Spec. Page No : --- Additional Specifications : As per Item No 61a

Providing and applying malamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scrapping, applying french polishing, scaffolding, if required, excetra complete. (For Ground Floor) Item / Page No : 9 / 222 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and applying interior wall finish luster of approved make on internal wall surface as detailed below scrapping the surface with emery paper and wipe clean wall primer with brush with mineral turpentine with brush 8 to 10 percent and oil 15 to 20 percent with roller and allowing to dry for a period 6 to 8 hours. wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with emery paper 180 and wipe clean. Applying wall primer with brush with mineral turpentine 8 to 10 percent and oil 15 to 20 percent with roller. Scrapping emery paper 320 and wipe clean, interior wall finish luster first coat with brush/ rubber/ spray with mineral turpentine 7 to 9 percent and Oil with roller 19 to 21 percent. After 8 hours of activity, applying second coat or wall finish Lustre with mineral turpentine 7 to 9 percent with brush and Oil with roller 19 to 21 percent after allowing dry for the period of 6 to 8 hours activity. (With prior approval of S.E.) (For Ground Floor) Item / Page No : 20 / 228 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 20 / 228 Specification No : As per Item No 63a Spec. Page No : --- Additional Specifications : As per Item No 63a

For 2nd Floor Item / Page No : 20 / 228 Specification No : As per Item No 63a Spec. Page No : --- Additional Specifications : As per Item No 63a

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) Item / Page No : 12 / 227 Specification No : Bd.P.6 Spec. Page No : 414 Additional 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.

For First Floor Item / Page No : 12 / 227 Specification No : As per Item No 64a Spec. Page No : --- Additional Specifications : As per Item No 64a

For 2nd Floor Item / Page No : 12 / 227 Specification No : As per Item No 64a Spec. Page No : --- Additional Specifications : As per Item No 64a

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) Item / Page No : 24 / 225 Additional Specifications : 1. The shade of paints shall be got approved by the Engineer in-charge before use. 2. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use. 3. The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 24 / 225 Specification No : As per Item No 65a Spec. Page No : --- Additional Specifications : As per Item No 65a

For 2nd Floor Item / Page No : 24 / 225 Specification No : As per Item No 65a Spec. Page No : --- Additional Specifications : As per Item No 65a

Providing and Fixing Processed Stone Cladding on wall surface/ plywood surface. reinforced cement concrete pardi/ Wall and all type of Interior, Exterior Compound wall and Gate excetra of cladding processed stone with material of Processed clay, Wooden chips, Silica sand, Cement, glass fibre reinforced concrete admixtures, Colour pigments, Fiber up to thick of 230 milimetre / 25 milimetre including scaffolding,fixing of screw, excetra (As directed by Engineer in Charge) Item / Page No : 192 / 409 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and applying white wash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down, excetra complete. (For Ground Floor) Item / Page No : 2 / 227 Specification No : Bd.P.1 Spec. Page No : 411 Additional 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.

For First Floor Item / Page No : 2 / 227 Specification No : As per Item No 67a Spec. Page No : --- Additional Specifications : As per Item No 67a

For 2nd Floor Item / Page No : 2 / 227 Specification No : As per Item No 67a Spec. Page No : --- Additional Specifications : As per Item No 67a

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) Item / Page No : 21 / 225 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 21 / 225 Specification No : As per Item No 68a Spec. Page No : --- Additional Specifications : As per Item No 68a

For 2nd Floor Item / Page No : 21 / 225 Specification No : As per Item No 68a Spec. Page No : --- Additional Specifications : As per Item No 68a

Providing expansion joints in reinforced cement concrete framed structure (exterior column) with plain premoulded filler 25 milimetre thick with 75 milimetre wide and 1 milimetre thick stainless steel plate and finishing, excetra complete. (For Ground Floor) Item / Page No : 6 / 203 Specification No : Bd.K.1 B Spec. Page No : 359

For First Floor Item / Page No : 6 / 203 Specification No : As per Item No 69a Spec. Page No : --- Additional Specifications : As per Item No 69a

For 2nd Floor Item / Page No : 6 / 203 Specification No : As per Item No 69a Spec. Page No : --- Additional Specifications : As per Item No 69a

Providing and laying matt finish ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian Standard 15622 : 2006 (Group DII-A) and 7 milimetre to 8 milimetre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white / colour cement slurry, cleaning, curing, excetra complete.

Providing and laying ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to corrosponding Indian standared 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.

Providing and laying matt finish ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian Standard 15622 : 2006 (Group DII-A) and 7 milimetre to 8 milimetre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white / colour cement slurry, cleaning, curing, excetra complete.

Providing and laying ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to corrosponding Indian standared 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.

Providing expansion joints in reinforced cement concrete framed structure (at floor level) with plain premoulded filler 25 milimetre thick with 75 milimetre wide and one milimetre thick stainless steel plate and finishing, excetra complete. (For Ground Floor) Item / Page No : 7 / 203 Specification No : Bd.K.1 C Spec. Page No : 359

For First Floor Item / Page No : 7 / 203 Specification No : As per Item No 72a Spec. Page No : --- Additional Specifications : As per Item No 72a

For 2nd Floor Item / Page No : 7 / 203 Specification No : As per Item No 72a Spec. Page No : --- Additional Specifications : As per Item No 72a

Design, supply, fabrication and fixing of stainless steel non glare multilingual Braille (raised dots) entrance signage (1 feet X 1 feet) as per the approved design and make, indicating the name of the building. Having 1.2 milimetre thick stainless steel non glare blue coloured base plate with the universal accessibility symbol and upper case Sans Serif words of height 15 milimetre engraved on it along with the equivalent word/s written in Hindi using Devnagri script of height 15 milimetre in white colour. Grade 2 / Grade 1 Braille to be etched / engraved and be raised 0.5 milimetre above base plate. The signage to be installed at the specified location on the compound wall near the site entrance gate installed at a height of 1200 milimetre from the finished ground / floor level, using the necessary hardware specified by the manufacturer and to be installed up to the satisfaction of the Engineer in-charge. Item / Page No : 84 / 372 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Design, supply, fabrication and fixing acrylic multilingual Braille (raised dots) directional signboards of size 6 inch X 9 inch designed as per accessibility standards and having 4 milimetre thick acrylic base plate with upper case San Serif words made of white acrylic non glare cut out letters of height 15 milimetre raised not less than 0.8 milimetre above base plate and the equivalent word written in Hindi with Devnagri non glare acrylic letters of height 15 milimetre raised not less than 0.8 milimetre above base plate and having a non glare acrylic cut arrow pointing in the required direction. Each signboard to be fixed as per manufacturers specifications on the wall at the approved location and at a height of 1200 milimetre from finished floor level and as per the directions by the Engineer in-charge. Item / Page No : 67 / 370 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing soak pit of size 120 centimetre X 120 centimetre X 120 centimetre including excavating and filling with brick bats. Item / Page No : 19 / 275 Specification No : Bd.V.46 Spec. Page No : 576

Providing and constructing recharge pit of 2.0 metre deep and 1.0 metre diameter of pre-cast reinforced cement concrete rings with 6.5 Inch diameter X 25 metre deep borewell at the floor of recharge pit including installation of combination of solid / perforated polyvinyl chloride casing pipe wrapped around with netlon mesh including 300 milimetre thick sidefilling around outside of reinforced cement concrete rings (annular space) with 40 milimetre size boulders including filling of recharge pit up to 0.5 metre depth with 25-75 milimetre clean washed gravels from bottom up followed by 0.5 metre depth of 10-25 milimetre of clean washed stones followed by 0.5 metre of washed river fine aggregate (natural sand / crushed sand VSI grade finely washed excetra) including netlon mesh between each gravel / fine aggregate (natural sand / crushed sand VSI grade finely washed, excetra) media layer including covering with reinforced cement concrete slab, manhole frame and cover, polyvinyl chloride rungs, polyvinyl chloride end-caps, fittings, excetra including arrangement for inlet and outlet pipe excavation and backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. Item / Page No : 47 / 317 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and fixing hume pipe septic tank 900 milimetre diameter with vent pipe and cap including excavation and laying. Item / Page No : 18 / 275 Specification No : Bd.V.45 Spec. Page No : 575

Providing and fixing white european type wall-hung, of size 360 milimetre X 360 milimetre X 575 milimetre with flush valve having flow rate up to 6.0 litre per minute of Jaquar/ Cera/ Hindware/ Perryware or equivalent make including poly vinyl chloride soil pipe, vent pipe upto outside face of wall, 100 milimetre diameter poly vinyl chloride soil plug bend inlet pipe all fittings, cutting and making good walls, floors extra as directed by Engineer in charge.( Make shall conform to manufacturer's Green product and shall got approved from the Engineer In Charge.) (For Ground Floor) Item / Page No : 30 / 314 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and fixing first class white glazed earthenware Orissa type water closet pan 580 milimetre diameter including "P" or "S" trap, cast iron soil and vent pipe upto the outside face of the wall, 1:5:10 cement concrete bedding 15 milimetre thick, 10 litre poly vinyl chloride flushing cistern with all necessary pipe connection, excetra complete. (For Ground Floor) Item / Page No : 33 / 277 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing Oval Type Under Counter Wash Hand Basin of 420 milimetre X 590 milimetre X 195 milimetre size with pillar cock, C.P. Angular stop cock, long thread of approved make continental including stainless steel bottle trap of necessary pipe connection up to the outside face of the wall, having Telephonic Black / Colour Granite of 180 milimetre thick fixed on Black Kadappa Framework, excetra Complete as directed by Engineer in charge. (For Ground Floor) Item / Page No : 35 / 315 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and fixing white glazed urinal of series with Pressmatic auto closing valve having flow rate up to 4.0 litre per minute of Jaquar/ Cera/ Hindware/ Perryware or equivalent make with polyvinyl chloride waste pipe with fitting arrangement, excetra complete as directed by Engineer in charge.( Make shall conform to manufacturer's Green product and shall got approved from the Engineer In Charge.) (For Ground Floor) Item / Page No : 31 / 314 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and fixing 15 milimetre diameter poly vinyl chloride Aqua kraft type of approved make super jet spray with flange 2 in 1 faucet 1.50 metre long including all accessories, excetra complete. (For Ground Floor) Item / Page No : 39 / 292 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

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) Item / Page No : 78 / 282 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing chromium plated sink cock with raised J shaped swinging casted spout of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Item / Page No : 84 / 283 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and preparing kitchen otta up to 75 centimetre width, made up from 30 milimetre thick and 75 centimetre high vertical support for Kadappa at one metre center to center of 25 milimetre thick both side polished Kadappa middle shelf and bottom of 20 milimetre thick one side polished Kadappa with facia patti of 20 milimetre X 50 milimetre Kadappa including all material, labour, cutting, fixing with cement mortar and araldite, all material labour cutting fixing with cement mortar and araldite curing polished and cleaning excetra complete. (For Ground Floor) Item / Page No : 38 / 217 Specification No : Bd.M.35C Spec. Page No : 393 Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.

Providing and fixing chromium plated bib cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Item / Page No : 83 / 283 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing chromium plated two way bib cock of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Item / Page No : 80 / 282 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing 10 centimetre cast iron nahani trap including cast iron grating, bend and piece of cast iron pipe upto the outside face of the wall complete. (For Ground Floor) Item / Page No : 80 / 273 Specification No : Bd.V.32 Spec. Page No : 567

Providing and laying concrete pipes of Indian Standard Non Pressure class of 225 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. Item / Page No : 8 / 274 Specification No : Bd.V.41 Spec. Page No : 573

Providing and laying concrete pipes of Indian Standard Non Pressure class of 150 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 complete. Item / Page No : 7 / 274 Specification No : Bd.V.41 Spec. Page No : 573

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. Item / Page No : 9 / 274 Specification No : Bd.V.41 Spec. Page No : 573

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 masonry, plastering from inside and airtight cast iron lid 75 kilogram with frame fixed in cement concrete, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 10 / 274 Specification No : Bd.V.43 Spec. Page No : 574 Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

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). Item / Page No : 13 / 275 Specification No : Bd.V.43 Spec. Page No : 574 Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.

Providing and fixing 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) Item / Page No : 57 / 280 Specification No : Bd.V.5 Spec. Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and laying in trenches 32 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. Item / Page No : 64 / 281 Specification No : Bd.V.5 Spec. Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and fixing on walls / celling / floor, 50 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete. (For Ground Floor) Item / Page No : 60 / 280 Specification No : Bd.V.5 Spec. Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and fixing 100 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps, excetra complete. (For Ground Floor) Item / Page No : 52 / 279 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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) Item / Page No : 51 / 279 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing poly vinyl chloride rain water pipes of 160 milimetre outer diameter and having wall thickness of 2.2 milimetre to 2.7 milimetre confirming to Indian Standard : 13592-1992 including proper rain water receiving recess with poly vinyl chloride plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 milimetre to 40 milimetre from face of wall affixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on cement concrete or masonry blocks, including necessary scaffolding and maintenance for 3 years for any leakages or dislocations of pipes. All the poly vinyl chloride fittings and additional 2 piece socket clips shall be got approved from engineer in charge excetra complete. (For Ground Floor) Item / Page No : 85 / 283 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

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 charge etc. complete. (For Ground Floor) Item / Page No : 87 / 283 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and making Indian Standard Institute mark ferrule connection of 25 milimetre diameter to water main including ferrule, couplings, cast iron bell mouth cover, built-in non-return valve and fixing including excavation and reinstatement complete. Item / Page No : 74 / 282 Specification No : Bd.V.4 Spec. Page No : 551

Providing and making Indian Standard Institute mark ferrule connection of 50 milimetre diameter to water main including ferrule, couplings, cast iron bell mouth cover, built-in non-return valve and fixing including excavation and reinstatement complete. Item / Page No : 77 / 282 Specification No : Bd.V.4 Spec. Page No : 551

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. Item / Page No : 2 / 274 Specification No : Bd.V.38 Spec. Page No : 572

Providing and fixing during laying in reinforced cement concrete slab rectangular 2 milimetre thick mild steel sheet fan hook box of size 180 milimetre X 100 milimetre with required depth with holes or notches as required, bottom and top sides of 1.6 milimetre mild steel sheet fixed with 3.5 milimetre diameter round headed screws together with 12 milimetre diameter mild steel bar bent to shape with hooked ends for fan hook and painting to exposed surface. complete. (For Ground Floor) Item / Page No : 68 / 196 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing 450 milimetre X 550 milimetre size superior type belgium mirror with 16 milimetre diameter nickel plated towel rod, excetra complete. (For Ground Floor) Item / Page No : 20 / 276 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Removing Other type truss below 5 metres span from roof and stacking the materials as directed with all leads and lifts excetra complete. Item / Page No : 5 / 296 Specification No : Bd.W.8 Spec. Page No : 587

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts excetra complete. Item / Page No : 13 / 296 Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.

Removing doors and windows with frames and stacking the materials as directed with all leads, lifts excetra complete. Item / Page No : 15 / 296 Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.

Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts excetra complete. Item / Page No : 9 / 296 Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.

Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts excetra complete. Item / Page No : 11 / 296 Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.

Removing galvanised iron or asbestos cement sheet roofing including purlines, principal rafter excetra including sorting servicable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding, excetra complete. (For Ground Floor) Item / Page No : 26 / 235 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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) Item / Page No : 34 / 212 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 34 / 212 Specification No : As per Item No 113a Spec. Page No : --- Additional Specifications : As per Item No 113a

For 2nd Floor Item / Page No : 34 / 212 Specification No : As per Item No 113a Spec. Page No : --- Additional Specifications : As per Item No 113a

Providing and casting in situ or precast tapering reinforced cement concrete M-20 Semi-Barrier type kerb with 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.

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. Item / Page No : 11 / 23 Specification No : MORTH-301 Spec. Page No : 45-53 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

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. Item / Page No : 1 / 69 Specification No : MORTH 408 Spec. Page No : ---

Providing rubble stone paving 15 centimetre thick in 1:3 cement mortar over a bedding of 15 centimetre thick cement concrete of 1:4:8 proportion with trap /granite /quartzite /gneiss metal including striking joints and watering, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 6 / 81 Specification No : CD.4 Spec. Page No : 160 Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying in situ/Ready Mix cement concrete M-20 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 without 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). Item / Page No : 11 / 178 Specification No : Bd.F.3, B-7 Spec. Page No : 298, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying cast in situ / Ready Mix cement conrete M-20 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,aying/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 without 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). Item / Page No : 31 / 179 Specification No : Bd.F.5, B-7 Spec. Page No : 300, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying cast in situ / Ready Mix cement concrete M-20 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 without 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). Item / Page No : 50 / 181 Specification No : Bd.F.6, B-7 Spec. Page No : 300-301, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying cast in situ / Ready Mix cement concrete M-20 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 without 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). Item / Page No : 70 / 182 Specification No : Bd.F.8, B-7 Spec. Page No : 302-303, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing in position, single shuttered aluminium extruded powder coated openable door of overall size 0.90 metre X 2.40 metre with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre X 3.00 milimetre thick top rails 47.62 X 44.45 milimetre X 3.00 milimetre thick, vertical style 47.62 X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels, excetra, Indian Standards Institute mark, with bijagiri having heavy duty concealed lock, necessary beading, glazing clips, polyvinyl chloride gaskets, 250 milimetre length tower bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipment, excetra complete. (For Ground Floor) Item / Page No : 65 / 259 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade, excetra complete. Weight 18 to 20 kilogram per Square metre. (For Ground Floor) Item / Page No : 9 / 174 Specification No : Bd.W.6 Spec. Page No : 585-586

Providing and fixing 50 milimetre diameter medium class galvanised iron pipe gate with wicked gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in cement concrete block at top and bottom with locking arrangement incluing cutting, bending, making holes and with one coat of primer, excetra complete. Item / Page No : 5 / 173 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

post tensining work design materail labour and excution of pt work non ssr item

M-15 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.

BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test.

M-25 for R.C.C. Columns with Crushed Sand V.S.I. Grade

Concrete Mix Design (With all Tests on basic materials).

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Pardi 75 mm thick, with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Columns with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Columns with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Providing and laying cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete columns as per detailed designs and drawing or as directed including 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 if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade).

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. slabwith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Providing and laying Cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade).

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. slabwith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Waist Slab and steps,with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Waist Slab and steps,with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-40 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade

5-Bd-F : REINFORCED CEMENT CONCRETE

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Chajjawith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Chajjawith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Chajjawith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade

Concrete Mix Design (With all Tests on basic materials).

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-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, laying/ pumping, compacting , curing , finishing and roughening them 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 Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade).

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Pardi 75 mm thick, with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-25 for R.C.C. Pardi 75 mm thick, with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

TMT FE-500 bar reinforcement for R.C.C.

5-Bd-F : REINFORCED CEMENT CONCRETE

TMT FE-500 bar reinforcement for R.C.C.

5-Bd-F : REINFORCED CEMENT CONCRETE

TMT FE-500 bar reinforcement for R.C.C.

5-Bd-F : REINFORCED CEMENT CONCRETE

Fly ash brick masonary in C.M. 1:6 for foundation and plinth.

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Fly ash brick masonary in C.M. 1:6 for superstructure

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Providing fly ash brick masonary with conventional /Indian Standard type fly ash brick in cement mortar 1:6 for superstructure including striking joints, racking out joints, watering and scaffolding complete.

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Fly ash brick masonary in C.M. 1:6 for superstructure

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Second class fly ash brick masonry in 1 : 4 in half brick thick wall.

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Second class fly ash brick masonry in 1 : 4 in half brick thick wall.

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Second class fly ash brick masonry in 1 : 4 in half brick thick wall.

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Internal cement plaster 12 mm thick in C.M.1:3

Bd-L : PLASTERING AND POINTING

Internal cement plaster 12 mm thick in C.M.1:3

Bd-L : PLASTERING AND POINTING

Providing internal cement plaster 12 milimetre thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.

Bd-L : PLASTERING AND POINTING

Internal cement plaster 20 mm. thick in C.M. 1:3

Bd-L : PLASTERING AND POINTING

Internal cement plaster 20 mm. thick in C.M. 1:3

Bd-L : PLASTERING AND POINTING

Internal cement plaster 20 mm. thick in C.M. 1:3

Bd-L : PLASTERING AND POINTING

Sand faced plaster in C.M. 1:4

Bd-L : PLASTERING AND POINTING

Sand faced plaster in C.M. 1:4

Bd-L : PLASTERING AND POINTING

Sand faced plaster in C.M. 1:4

Bd-L : PLASTERING AND POINTING

Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide and 20 milimetre deep with necessary refilling with bitumen etc. complete.

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Waterproofing in W.C. and bath with Brick Bat Coba.

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Waterproofing in W.C. and bath with Brick Bat Coba.

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Waterproofing in W.C. and bath with Brick Bat Coba.

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Granite stone of 18 to 20 mm thick for door frame/dado/window boxing etc.

Granite stone of 18 to 20 mm thick for door frame/dado/window boxing etc.

Granite stone of 18 to 20 mm thick for door frame/dado/window boxing etc.

Polished Kotah stone flooring 25 to 30 mm thick.

Vitrified Tiles with Stone Effect Finish for Flooring.

Vitrified Tiles with Stone Effect Finish for Flooring.

Vitrified Tiles with Stone Effect Finish for Flooring.

Vitrified Tiles with Stone Effect Finish for Skirting.

Vitrified Tiles with Stone Effect Finish for Skirting.

Vitrified Tiles with Stone Effect Finish for Skirting.

Vitrified Tiles with Matt Finish for Flooring.

Vitrified Tiles with Matt Finish for Flooring.

Providing and laying vitrified matt fininsh tiles for flooring having size 590 milimetre to 605 milimetre of 8 to 10 milimetre thickness and confirming Indian Standard 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete.

Vitrified Tiles with Mirror / Glossy Finish for Skirting.

Vitrified Tiles with Mirror / Glossy Finish for Skirting.

Vitrified Tiles with Mirror / Glossy Finish for Skirting.

Manglore tiled roofing with class "AA" tiles and country T.W.battens.

Manglore tiled roofing with class "AA" tiles and country T.W.battens.

ALUMINIUM SECTION Test for Thickness, Mass Per Running meter.

Providing and fixing in position (as per I.S.1868:1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 milimetre at weight 0.547 kilogram per running metre and window frame bottom track section 61.85 x 31.75 x 1.20 milimetre at weight 0.695 kilogram per running metre, Top and side track section 61.85 x 31.75 x 1.30 milimetre at weight 0.659 kilogram per running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 milimetre at weight 0.417 kilogram per running metre. Inter locking section 40 x 18 x 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 x 18 x 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 x 18 x 1.25 milimetre at weight 0.417 kilogram per running metre . As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass with all required screws and nuts etc, complete with colour Anodising with box.

ALUMINIUM SECTION Test for Thickness, Mass Per Running meter.

ALUMINIUM SECTION Test for Thickness, Mass Per Running meter.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

ALUMINIUM SECTION Test on Powder Coating.

C.C.T.W. Door frame.

C.C.T.W. Door frame.

Providing and fixing frame with / without ventilator of size as specified with teak wood for doors and windows including chamferring, rounding, rebating, iron holdfast size 300 milimetre x 40 milimetre x 5 milimetre with oil painting complete.

C.C.T.W. fully pannelled door shutters.

C.C.T.W. Single leaf pannelled shutter 35 mm thick without fanlight.

Flush Door shutter in single leaf (Exterior Grade)

C.C.T.W. window with double leaf half glazed and half panelled shutter.

Plastic Emulsion Paint in two coats.

PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

PAINT / THERMO-PLASTIC PAINT Drying Time Test.

Plastic Emulsion Paint in two coats.

PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

PAINT / THERMO-PLASTIC PAINT Drying Time Test.

Plastic Emulsion Paint in two coats.

PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

PAINT / THERMO-PLASTIC PAINT Drying Time Test.

Two coats of textured synthetic paint .

PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

PAINT / THERMO-PLASTIC PAINT Drying Time Test.

Two coats of textured synthetic paint .

PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

PAINT / THERMO-PLASTIC PAINT Drying Time Test.

Providing and applying two coats of textured synthetic paint 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 complete.

PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

PAINT / THERMO-PLASTIC PAINT Drying Time Test.

Two coats of exterior white weathershield paint .

Ceramic Tiles 30 cm x 30 cm x 8 mm for flooring.

Ceramic Tiles 30 cm x 30 cm for Dado.

Ceramic Tiles 30 cm x 30 cm x 8 mm for flooring.

Ceramic Tiles 30 cm x 30 cm for Dado.

M-15 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.

BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test.

M-20 Tremix Treatment 100 mm thick.

Concrete Mix Design (With all Tests on basic materials).

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 Tremix Treatment 100 mm thick.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. Columns with Crushed Sand V.S.I. Grade

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. beams and lintels with natural/ V.S.I. sand

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Providing and laying cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete columns as per detailed designs and drawing or as directed including 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 if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade).

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. slabwith Crushed Sand V.S.I. Grade

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

TMT FE-500 bar reinforcement for R.C.C.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-15 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.

BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test.

M-20 for R.C.C. Footings with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. Columns with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. beams and lintels with natural/ V.S.I. sand

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. slabwith Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade

BASIC TEST OF AGGREGATE. Sieve Analysis test.

BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

TMT FE-500 bar reinforcement for R.C.C.

STEEL BAR TESTING Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress).

Fly ash brick masonary in C.M. 1:6 for superstructure

MORTOR Compressive Strength ( Set of 3 Cubes) test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Providing internal cement plaster 12 milimetre thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Sand faced plaster in C.M. 1:4

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Vitrified Tiles with Stone Effect Finish for Flooring.

Vitrified Tiles with Stone Effect Finish for Skirting.

Manglore tiled roofing with class "AA" tiles and country T.W.battens.

ALUMINIUM SECTION Test for Thickness, Mass Per Running meter.

Plastic Emulsion Paint in two coats.

PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

PAINT / THERMO-PLASTIC PAINT Drying Time Test.

Two coats of textured synthetic paint .

PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.

PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.

PAINT / THERMO-PLASTIC PAINT Drying Time Test.

FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

Supplying and erecting PVC trunking (PVC casing-n-capping) of size 25 mm with accessories on wall/ceiling as per specification No WG-MA/CON. [1-2-7]

Supplying and erecting PVC trunking (PVC casing-n-capping) of size 32 mm with accessories on wall/ceiling as per specification No WG-MA/CON [1-2-8]

Supplying and erecting HMS PVC conduit FRLS grade 25 mm dia. with PVC accessories on wall /ceiling as per specification No WG-MA/CON. [1-2-4]

Supplying and erecting HMS PVC conduit FRLS grade 32 mm dia. with PVC accessories on wall / ceiling as per specification No WG-MA/CON. [1-2-5]

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 [1-3-1]

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 [1-3-2]

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 [1-3-3]

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 [1-3-4]

Supplying and erecting mains with 4x 4 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 [1-3-3]

Supplying and erecting mains with 4x 6 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 [1-3-4]

Supplying and erecting green colour earthing with 1x 1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No WG-MA/BW [1-3-1]

Supplying and erecting green colour earthing with 1x 2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No WG-MA/BW [1-3-2]

Supplying and erecting green colour earthing with 1x 4 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 [1-3-3]

Supplying and erecting green colour earthing with 1x 6 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 [1-3-4]

Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete. [1-6-1]

Supplying and erecting modular type 3 pin 6A multi socket with safety shutter duly erected on provided plate and box with wiring connections complete. [1-6-10]

Supplying and erecting modular type switch 16 / 20 A with indicator duly erected on provided plate and box with wiring connections complete. [1-6-6]

Supplying and erecting modular type 3 pin 6 / 16A multi socket with safety shutter duly erected on provided plate and box with wiring connections complete. [1-6-11]

Supplying and erecting modular type telephone socket one gang with safety shutter duly erected on provided plate and box with wiring connections complete. [1-6-15]

Supplying and fixing tool-less IO (Ethernet) flush/surface type in provided modular box as per specification no. WG-NAS/IO [1-12-2]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 1 module complete duly erected. [1-6-26]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 2 module duly erected. [1-6-27]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 3 module duly erected. [1-6-28]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 6 module duly erected. [1-6-30]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 12 module duly erected. [1-6-32]

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 [1-7-19]

Point wiring for ceiling fan in PVC trunking (casing-capping) with 1.5 sq.mm (2+1E) FRLSH grade copper wire modular type switch earthing and required accessories as per specification No WG-PW/SW [1-7-20]

Wiring for plug on board with Switch socket surface/concealed type copper wiring and earthing and with modular accessories as per specification No WG-PW/CW [1-7-26]

Supplying and erecting modular type (two module) electronic step regulator for fan duly erected on provided plate and box with wiring connections complete. [1-6-23]

Supplying and fixing anchor type fastener fan hook with 2 nos. of 10 mm dia x 75 mm long with necessary materials for ceiling fan. [2-11-2]

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. [2-11-6]

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 [1-7-19]

Supplying and erecting 2 pair telephone copper cable 0.5 mm dia. with high density polyethylene insulation polyester taped Nylon Rip Cord & grey colour sheathed with FR PVC conforming to ITD specification S/WS 113C laid in provided PVC casing capping/conduit as per specification No. WG-TW [1-8-1]

Supplying and erecting 10 pair telephone copper cable 0.5 mm dia. with high density polyethylene insulation polyester taped Nylon Rip Cord & grey colour sheathed with FR PVC conforming to ITD specification S/WS 113C laid in provided PVC casing capping/conduit as per specification No. WG-TW [1-8-5]

Supplying and 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 casing capping/conduit as per specification No. WG-TW [1-8-6]

Supplying and erecting 20 pair 0.5mm dia jelly filled unarmoured telephone copper cable with poly-al laminate moisture barrier laid in provided PVC casing capping/conduit as per specification No. WG-TW [1-8-10]

Supplying, Erecting and Commissioning of MDF Box 150x150 pairs made from min. 1.5mm thick MS sheet as per specification no. WG-TW [1-9-3]

Supplying, Erecting and Commissioning of 10 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW [1-9-11]

Supplying, Erecting and Commissioning of 20 pairs FR junction box with moulded plastic enclosure as per specification no. WG-TW [1-9-12]

Supplying, Erecting and Commissioning of 10 pair module for connection & disconnection of telephone cable as per specification no. WG-TW [1-9-18]

Supplying and erecting 0.5 mm dia copper jumper wire as per specification No. WG-TW [1-8-17]

Supplying, Erecting and Commissioning of digital (hybrid) type EPABX of 14 x 228 extensions suitable upto 96 extensions complete. Basic Rate = 60679/- Additional 8 Trunk line Card 1 Nos = 22025/- 16 Extension Card 6 Nos = 38159/- x 6 Nos = 228954/- --------------------------------------------------------------------------- Total Rate = 311658/- + 5% (15582.90) = 327240.90/- [1-9-26]

Supplying and 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. [1-9-33]

Supplying, Erecting and Commissioning of push button telephone instrument desk top/wall mount with caller ID & Speaker unit as per specification complete. [1-9-29]

Supplying, Erecting and Commissioning of push button telephone instrument desk top unit as per specification complete [1-9-28]

Supplying and installing cat-6 cable suitable for networking as per specification no. WG-COC/NC [1-10-1]

Supplying, fixing, and configuring 24 ports with 4 (SFP+) port ethernet managed switch with web view/CLI 6KV surge protection on ethernet port and console port for management in provided rack as per specification no. WG-NWC/GBS [1-11-4]

Supplying and fixing 24 port patch panel with tool-less keystone jacks in provided U Rack complete as per specification no. WG-NAS/PP [1-12-4]

Supplying and fixing 6U wall mount rack (Dimension-DxWxH – 500x600x367 mm) as per specification No. WG-NAS/RAK [1-12-17]

Supplying, installing & testing UTP connector (RJ-45) as per specification No. WG-NAS/UTPC. [1-12-1]

Supplying and fixing 1 m length UTP patch cord of enhanced Cat 6 type with 4-connector channel performance test report as per ANSI/TIA-568.2-D in position as per specification No. WG-COC/PC [1-10-17]

Supplying and installing armoured single mode optical fibre cable with 6 fiber core dia 50/125µm (OS1/OS2) 10/40 GBPS speed in provided underground HDPE pipe complete. [1-10-9]

Supplying and fixing SC/LC type multimode pigtails (OM3) for LIU to terminate OFC in LIU as per specification No. WG-NAS/LIU2 [1-12-13]

Supplying and fixing 12 ports light guide unloaded interconnect unit rack mounted type with adapter panel for termination of optical fibre cables in provided U rack complete as per specification no. WG-NAS/LIU [1-12-5]

Supplying, fixing, and configuring 1-port mini-GBIC SX MM fibre transceiver (up to 550m support 3.3V power) erected in provided rack complete. [1-11-16]

Supplying and erecting LED square / circular Max. 18 W down lighter/ Panel Light having pressure die-cast aluminium housing polystyrene diffuser having system lumens output of Min. 2000 Lumens min. efficacy of 110 lumen/W CRI>80 CCT upto 6500K Beam Angle of 120 deg. max. ripple of 5% THD<10% p.f. >0.95 operating range of 120-270V surge protection of 2.5 kV Life class of 50 000 Hrs. at L70B50 including driver having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. [2-1-5]

Supplying and erecting LED square / circular Max. 25 W down lighter/ Panel Light having pressure die-cast aluminium housing polystyrene diffuser having system lumens output of Min. 2750 Lumens min. efficacy of 110 lumen/W CRI>80 CCT upto 6500K Beam Angle of 120 deg. max. ripple of 5% THD<10% p.f. >0.95 operating range of 120-270V surge protection of 2.5 kV Life class of 50 000 Hrs. at L70B50 including driver having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. [2-1-6]

Supplying and erecting LED Panel Light(600mm X 600mm) Max. 30 W having CRCA powder coated housing polystyrene diffuser having system lumens 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 clips complete with 3 years warranty. [2-1-7]

Making suitable size of recess in any type of false ceiling for erection of flush type LED panel light 600mm x 600mm/1200x300mm and finishing the background to match the original ceiling surface. [2-1-14]

Supplying and erecting anodized aluminium corridor / passage / mirror light LED fitting (2 feet) Max. 12W with high transitivity diffuser with min. system lumens output of 1200 lumens min. efficacy of 100 lumen/W CRI>80 CCT upto 6000K Beam Angle of 110 deg. Ripple<5% THD<10% p.f. >0.95 operating range of 200-270V surge protection of 2 kV Life class of 50 000 Hrs. at L70B50 including driver with end caps on provided PVC Block / wooden board with 3 years warranty. [2-1-16]

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. [2-1-17]

Supplying and erecting gong with double coil suitable for 230V complete erected on polished wooden block. [2-3-12]

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. [2-3-13]

Supplying and erecting 3W 230V integral type LED Lamp suitable for B-22 / E-27 base. [2-8-9]

Supplying and erecting 10-12W 230V integral type LED Lamp suitable for B-22 / E-27 base. [2-8-11]

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 [2-10-21]

Supplying, installing, testing and commissioning of split type variable speed inverter technology with minimum 3 to 1 convertible mode for compressor. room air conditioning unit 1.7TR to 2.0TR capacity having ISEER minimum 5.0 suitable to operate on 250V 50 Hz A.C. supply having 1 no of air handling unit hi-wall/floor mounting type complete with refrigerant R32 having copper condenser minimum 2.5PM filter self diagnosis feature stabilizer free operation & temperature display on indoor unit noise level maximum 50dBA at position in provided recess with wooden frame complete specification no. AP-AC/WAC [3-2-13]

Supplying, installing, testing and commissioning of split type room air conditioning unit 2.8TR to 3.2TR capacity with refrigerant R32 415V 50 Hz A.C. supply having 1 no of air handling unit (Mega split) mounting type complete with temperature display on indoor unit noise level maximum 50dBA at position as per specification no. APAC/ WAC [3-2-16]

Supplying and erecting seamless outside & inside smooth dry and clean copper pipe with ROHS compliant suitable for refrigerant having 22SWG thickness and inner dia/size 12mm complete. [3-2-26]

Supplying and erecting seamless outside & inside smooth dry and clean copper pipe with ROHS compliant suitable for refrigerant having 22SWG thickness and inner dia/size 16mm complete. [3-2-27]

Supplying and erecting seamless outside & inside smooth dry and clean copper pipe with ROHS compliant suitable for refrigerant having 22SWG thickness and inner dia/size 22mm complete. [3-2-28]

Supplying, erecting, testing and commissioning of self contained water cooler 230/250V 50Hz nominal cooling capacity of 80 litres per hour and storage capacity 120 litres with partially stainless steel body as per specification no. AP-WCR/WC22 [3-3-9]

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. [3-5-2]

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. [4-2-9]

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. [4-2-10]

Supplying and erecting elastomeric nitrile rubber / foam tube type sleeves for coating and insulating on provided PC / copper pipes having 9 mm thickness and inner diameter / sizes 22 mm for solar water heater/AC system. [4-2-12]

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. [6-1-19]

Supplying, erecting and marking SPMCB 6A to 32A C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB [5-3-2]

Supplying, erecting and marking SPMCB 6A to 32A B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB [5-3-3]

Supplying, erecting and marking TPMCB 40A to 63A with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB [5-3-11]

Supplying, Erecting and Commissioning of 2 pole RCCB 40A electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB [5-6-2]

Supplying, Erecting and Commissioning of 4 pole RCCB 40A electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB [5-6-5]

Providing and erecting 4 Pole MCCB 415 V 100A rated short-circuit breaking capacity 25 kA (Ics=100% of Icu) adjustable thermal (overload) setting and fixed magnetic setting with provided leads provision for installation of shunt/UV/trip alarm contact. MCCB with phase barriers on both sides insulation withstand capacity 800V no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB [5-5-1]

Providing and erecting 4 Pole MCCB 415V 200A rated short-circuit breaking capacity 25 kA (Ics=100% of Icu) adjustable thermal (overload) setting and adjustable magnetic setting with provided leads provision for installation of shunt/UV/trip alarm contact and MCCB should have phase barriers both sides with insulation withstand capacity 800V no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB [5-5-2]

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 [5-4-8]

Supplying and erecting single pole and neutral distribution board (SPNDB) with 2 ways for incoming and 10 ways (10 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 [5-4-9]

Supplying and erecting triple pole and neutral distribution board (TPNDB) 3 pole/4 pole MCCB as incomer & outgoing SP MCB (24 poles) or TP MCB of 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 [5-4-16]

Supplying and erecting triple pole and neutral distribution board (TPNDB) 3 pole/ 4 pole MCCB as incomer & outgoing SP MCB (12 poles) or TP MCB of 4 ways (12 poles) with door 1.2mm thickness surface/flush mounted on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB1 [5-4-15]

Supplying and erecting triple pole and neutral distribution board (TPNDB) SPMCB of 4 ways/phase (12 poles) with door 1.2mm thickness surface/flush mounted IP 43 protection on iron/GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB [5-4-1]

Supplying and erecting triple pole and neutral distribution board (TPNDB) SPMCB of 8 ways / phase (24 poles) with door 1.2mm thickness surface/ flush mounted IP 43 Protection on iron/GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB [5-4-2]

Supplying and erecting terminal spreaders suitable for 3 pole up to 250A MCCB (set of 6) [5-11-2]

Supplying and erecting extended rotary handle for MCCB with adjustable telescopic rod suitable for up to 250A MCCB. [5-11-14]

Supplying and erecting SS enclosure for MCCB suitable for 125A to 200A MCCB. [5-11-18]

Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws wall fasteners supports nut bolts etc. complete with compliance to IS 720 2010 [6-1-14]

Supplying and erecting LED type indicating pilot lamp with LED colours red / yellow / green 230 / 250V on provided box / panel with necessary material wiring & connections etc. [6-5-5]

Supplying and erecting LED type indicating pilot lamp with LED colour blue 230 / 250 V on provided box / panel with necessary material wiring & connections etc. [6-5-6]

FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 3½ core 25 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL [7-1-15]

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 [7-1-20]

of suitable width & depth up to 90 cm) 75 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface to required depth complete. [7-6-10]

hot dipped galvanised cover suitable for perforated type Cable tray manufactured from 18 SWG (1.2 mm thick) GI sheet of 150 mm width & 20 mm height complete with necessary hardware. [7-11-11]

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 [9-1-3]

Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP. 30mtr x 0.596 Kg/m = 17.88 Kg [9-2-3]

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 [9-1-2]

Supplying and erecting annealed bare copper wire of high purity of required sizes used for earthing on wall with necessary copper clamps fixed on wall/cable/conduit with screws complete. ( 0.1155 Kg/m x 30mtr x 2 Run = 6.93 Kg) [9-2-4]

Supplying, erecting, testing and commissioning of stand mounted/handheld type wired microphone having 2 mV/Pa sensitivity impedance level limit 300 ohms and 50 - 16000 Hz suitable to operate in -10 deg C to +55 deg C with min. 7 metre shielded cable and 3 Pin Professional XLR Connector stereo jack complete as per specification no. FF-PA/MIC [13-11-3]

Supplying, erecting, testing and commissioning of 1.5 sq. mm speaker wire complete. [13-11-10]

Supplying, erecting, testing and commissioning of 15 to 30 Watts sound column or ceiling mounted complete as per specification no. FF-PA/SOC [13-11-2]

Supplying, erecting, testing and commissioning of 120 W amplifier suitable to operate on 230 Volts A.C. / 12 Volts D.C. supply complete as per specification no. FF-PA/AFR [13-11-1]

Supplying, erecting, testing and commissioning of 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. [13-11-5]

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 [1-3-14]

Supplying and erecting 10-12W 230V integral type LED Lamp suitable for B-22 / E-27 base. [2-8-11]

Supplying and erecting integral post top lantern fixtures (light house type) suitable upto LED 18 W Lamp consisting of combination of spun aluminium canopy & clear acrylic top cover cast aluminium pole cap on provided pole/ bracket as per specification no. FG-ODF/PTL [2-5-5]

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. [2-4-15]

Supplying and erecting FRP box of size 150mm x 125mm x 100 mm 2.7 mm thick complete on pole/wall as per specification No. CB-SB [7-8-8]

Supplying and erecting G.I. pipe pole ‘B’ class 80 mm dia 6 m long with pole cap base plate in provided foundation as per specification no. OH-PL/GIP [8-1-16]

Supplying and erecting G.I. pipe ‘A’ class 40 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE [7-6-2]

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 [9-1-4]

Supplying and erecting Street light bracket for erection of side entry fitting on pole with 40 mm. dia. ‘B’ class G.I. pipe of required length complete as per specification no. FG-BKT/SLB [2-7-9]

Supplying and erecting integrated LED street light fitting 40 to 50W IP65 & IK08 class having single piece pressure die-cast aluminium housing having system lumens output of Min. 4400 Lumens min. efficacy of 110 lumen/W CRI>70 CCT upto 6500K THD<10% p.f. >0.95 operating range of 140-270V inbuilt surge protection of 10 kV Life class of 50 000 Hrs. at L70B50 including driver complete with 3 Years warranty as per specification No FG-ODF/FLS2. [2-4-4]

Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 2 core 4 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL [7-1-4]

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. [7-6-9]

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 [5-4-8]

Supplying, erecting and marking SPMCB 6A to 32A B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB [5-3-3]

Supplying, Erecting and Commissioning of 2 pole RCCB 16/25A electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB [5-6-1]

Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL [7-1-5]

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. [6-1-19]

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

Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials testing & recording the results as per specification no. EA-EP [9-1-1]

Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP. [9-2-3]

SITC of Electric Traction Passenger Lift with · Rated capacity - 13 Passenger/884Kg · Floors - Parking + G+2 floor (4 Stops/4 Landings) · Travel - 13.2 mtrs. · Location of Lift Machine - MR/MRL · Rated speed - 1.0mps VS · Car/Landing door clear opening of 900/1000 mm wide x 2000 mm high · Clear Car size of 1100 mm wide x 2000 mm deep x 2250mm high · Lift shaft available having clear size of 1800 mm wide x 2700 mm deep 2000 mm Pit depth 6000 mm Overhead. · Doors type - COPO/TOPO Doors with frame made from SS 304 grade solid(non-cladded) sheet of 1.5mm thick in hairline finish for car and all landing doors with SS door architraves/frames The lift doors shall have minimum 1 hour fire rating (with submission of necessary valid test certificate issued by NABL accredited or Independent test laboratory). · Lift car enclosure made from SS 304 grade solid (non-cladded) sheet of 1.5mm thick with hairline finish with frame made from MS girders bracing of adequate size with minimum safety factor of 5 with Toe Guard Apron with necessary false ceiling with adequate LED lights blower/fan for ventilation & SS chequered plate flooring handrails mirror emergency light etc. The lift car interior design shall be done as per the directions of engineer in charge. · COP with SS face plate having metallic push buttons with Braille code & luminous indicator around button with FPI scrolling UP/DN LED indicator & with / without attendant key switch OWD with audio-visual alarm VAS in Marathi Hindi & English with intercom system with telephone instrument in Lift car LMR & FCC/ground floor. · LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille code & luminous indicator around button with CPI Lift car arrival & next travel direction audio-visual indication at all landings. · Lift controller based on microprocessor/ PLC with VVVF Drive having closed loop control system with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent overvoltage over speed overheat for all devices including lift motor and travel direction protection protection for phase loss at input or output etc. various operation modes such as maintenance change direction by attendant full load bypass VIP call operation self levelling operation call cancel facility auto return to home landing fireman evacuation operation earthquake operation door open/close operation from COP etc. The system can record information for minimum 30 latest faults with real-time clock management and handheld keypad with LCD screen for view and setting of parameters The control panel duly wired with proper size & strength copper wire for power & control circuit with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. · ARD complete with necessary SMF VRLA batteries. · Fireman controller having fireman switch at fire Landing. · CCTV surveillance system comprises of 2 nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for min. 90 days with min. 18” FHD TV monitor to be kept in FCC/LMR as directed by Engineer In Charge. · Lift Machine of Gearless PMSM of suitable kW with duty cycle of minimum 120 starts/hr (with submission of necessary valid test certificate issued by NABL accredited or Independent test laboratory) with Traction pulley OSG electromagnetic brakes entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves suspension wire ropes/belts of adequate size & strength. · Other mechanical parts such as T section adequate size guide rails for car & counter weight with brackets fasteners counter weight frame with necessary blocks buffers with necessary support arrangement MS pit ladder etc. erected with necessary steel work. · Minor civil work such as alteration work if any necessary for erection of landing door frames and its accessories e.g. sill header hole pass etc complete with plaster finish civil work for erection buffers erection of lift machinery adequate size core cuts if required & scaffolding for erecting guide rails providing and fixing steel girders/RCC work having adequate strength for mounting and hoisting lift machine etc. complete as per specification no. LFT. · General - Job includes entire procedure of obtaining all necessary erection permissions & License to Work the Lift from Electrical Inspector(Lifts) with submission to the Engineer In Charge. · The above rate includes Fully Comprehensive AMC for one year from the date of commissioning. [17-1-5]

ADD ON A- 3 For Lift having 900mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid(non-cladded) landing door [Two panel] this includes all necessary accessories like LOPs with UP/DN buttons-arrows-indicators extension of guide rails shaft wiring with trunking travelling cables main hoisting ropes/belts & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of lift installation complete. [3-6-1]

Supplying, installing, testing and commissioning of ADD ON B For Full Collective control system add as below. For Lift travelling above First floor & up to Sixth floor [3-6-1]

Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete. [1-6-1]

Supplying and erecting modular type 3 pin 6A multi socket with safety shutter duly erected on provided plate and box with wiring connections complete. [1-6-10]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 4 module duly erected. [1-6-29]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 2 module duly erected. [1-6-27]

Supplying and erecting anodized aluminium corridor / passage light LED fitting (4 feet) Max. 22W with high transitivity diffuser with system lumens output of Min.2200 lumens min. efficacy of 100 lumen/W CRI>80 CCT upto 6000K Beam Angle of 110 deg. Ripple<5% THD<10% p.f. >0.95 operating range of 200-270V surge protection of 2 kV Life class of 50 000 Hrs. at L70B50 including driver with end caps on provided PVC Block / wooden board with 3 years warranty. [2-1-18]

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. [2-1-15]

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 [7-2-33]

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 [7-2-32]

Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 3 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 [7-2-14]

Supplying and erecting metal work in CRCA sheet including Iron work for supports with fabrication of boxes panel boards etc. including cutting bending drilling welding riveting treated with anti-rust treatment and duly powder coated or painted with one coat of red lead paint and 2 coats of enamel paint complete. [6-1-1]

Supplying, fixing, and commissioning 2 pole RCBO 6/10/16/20/25A 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 [5-6-9]

Supplying, fixing, and commissioning 4 pole RCBO 6/10/16/20/25A 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 indications per specification no SW-RCCB/RCBO [5-6-12]

Supplying, erecting and marking DPMCB 6 A to 32 A B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB [5-3-7]

Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws wall fasteners supports nut bolts etc. complete with compliance to IS 720 2010 [6-1-14]

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. [6-1-19]

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 [9-1-2]

Supplying and erecting annealed bare copper wire of high purity of required sizes used for earthing on wall with necessary copper clamps fixed on wall/cable/conduit with screws complete. [9-2-4]

Supplying, erecting and marking FPMCB 6A to 32A with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB [5-3-12]

Supplying, erecting and marking TPMCB 6A to 32A with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB [5-3-10]

Supplying and erecting four pole ON LOAD change over switch 415V 32A IN ENCLOSURE having staggered termination phase barrier shroud termination and terminal cover along with auxiliary contacts and ready to upgrade with fuse protection kit rotary handle operational current category AC23A complying to IS/IEC 60947-3 Part-1/3 [5-1-1]

Supplying and erecting minimum Three & above star rated submersible pump set suitable for erection on open well of 2.25 KW/3 HP with 415 V 50 c/s. A.C. supply having delivery head from 27 to 9 m and discharge from 300 to 660 litres. per minute & pipe of Suction 65mm /Delivery 50 mm diameter erected with necessary H type clamps as per specification No. WP-OSP [12-3-1]

Supplying and erecting flat flexible 3 core 2.5 sq.mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. [12-4-8]

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. [7-6-9]

Supplying and erecting mains with 4x 4 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 [1-3-3]

Supplying and erecting Water level controller 230/415 V A.C. Four way under ground & Over head tank operation only. [12-4-15]

Supplying and erecting green colour earthing with 1x 1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No WG-MA/BW [1-3-1]

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 [7-2-31]

Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws wall fasteners supports nut bolts etc. complete with compliance to IS 720 2010 [6-1-14]

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. For Pump panel Frame to install all accesories 40 X 40 X 5 mm angle 1.2mtr x 2 nos = 2.4mtr 1.0mtr x 2 nos = 2.0mtr 0.3mtr x 4 nos = 1.2mtr -------------------------------------- 5.6mtr x 3 kg/m = 16.80 Kg [6-1-19]

Supplying and erecting automatic control panel for 3 Phase 415 volt A.C Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter having relay range 9-14 AMP S.P.P. Combined ammeter/ voltmeter phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing phase reversal phase imbalance etc . [12-4-17]

Supplying and erecting ISI mark GI pipe 50 mm dia.‘B’ class at position with accessories complete as per specification no. CW-PLB/GP. [16-5-6]

Supplying and erecting non return valve 50 mm dia in position made of gun metal complete. [16-6-21]

Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials testing & recording the results as per specification no. EA-EP [9-1-1]

Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP. For earthing water pump panel frame 17mtr x 0.596 kg/m = 10.13 kg [9-2-3]

Supplying and erecting PVC trunking (PVC casing-n-capping) of size 25 mm with accessories on wall/ceiling as per specification No WG-MA/CON. [1-2-7]

Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete. [1-6-1]

Supplying and erecting modular type 3 pin 6A multi socket with safety shutter duly erected on provided plate and box with wiring connections complete. [1-6-10]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 6 module duly erected. [1-6-30]

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 [1-3-1]

Supplying and erecting green colour earthing with 1x 1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No WG-MA/BW [1-3-1]

Supplying, installing, testing and commissioning of heat detector with combination ROR and Fixed Temp. complete as per specification no. FF-FAS/HD [13-9-1]

Supplying, installing, testing and commissioning of optical type smoke detector on suitable back box with necessary connections complete as per specification no. FF-FAS/SD [13-9-3]

Supplying, installing, testing and commissioning of manual call point (Pill box) with break glass push button (resettable type) in metal enclosure complete as per specification no. FF-FAAS/MCP [13-9-6]

Supplying, installing, testing and commissioning of hooters having high (100dB 1m) and low (94dB 1m) volume setting group addressing facility allowing multiple sounders to be activated with CRCA enclosure complete as per specification no. FF-FAAS/HTR [13-9-8]

Supplying, installing, testing and commissioning of remote response indicators suitable to operate on 5 - 28 V dc supply having FR Polymer ABS Housing complete as per specification no. FF-FAAS/RRI [13-9-9]

Supplying, installing, testing and commissioning of FRLS XLPE armoured cable 2 core 1.5 sq.mm. copper conductor complete erected on wall/ ceiling complete as per specification no. CB-LT/CU ( NOTE- 2% Rise in FRLS Cable) [13-9-10]

Supplying, installing, testing and commissioning of 6 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 Basic Cost 17839/- + ((25% per zone (4459.75) x 4 Additional zones)) =17839+ 17839 = 35678 + 5% (1783.90) = 37461.90 for 6 zone FACP Panel [13-9-14]

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. 40 X 40 X 5 mm angle (bracket for support of Pipe at Terrace or on wall) 0.15 x 2 = 0.30 x 3 Kg/m = 0.9 kg/ bracket 0.9 Kg/ bracket x 35 bracket= 31.5 Kg 10mm Bar for Cross Support = 1 kg/ mtr = 4.46 mtr x 1= 4.46 Kg Total = 31.5 +4.46 = 35.96 Kg [6-1-19]

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. Basic Rate = 7519/- AS PER NOTE = 7519/- - 10% (751.90) = 6767.10/- for other than Dist. HQ = 6767.10/- + 5% (338.36) = 7105.46/- [3-11-77]

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 [7-2-15]

Supplying, installing, testing and commissioning of booster fire pump [BP] suitable for water discharge of 450 LPM at 35 m head driven by electric motor 415 volts 3 phase 50 Hz AC supply of 5.5 kW or of suitable kW capacity for manual/automatic operation and consisting of following (a) Horizontal/vertical type single/multi stage centrifugal casing pump of cast iron body & bronze/CI impeller with stainless steel shaft (SS410 grade) mechanical seal conforming to IS 1520. (b) Squirrel cage induction motor TEFC synchronous speed 3000 RPM suitable for operation with IP 55 protection for enclosure horizontal foot mounted type with Class-'F' insulation conforming to IS-325. (c) M.S. fabricated common base plate coupling coupling guard foundation bolts etc. as required. (d) Erected on provided suitable size cement concrete foundation duly plastered with anti vibration pads with perfect aligning proper levelling complete pump set with accessories duly painted with two coats of synthetic enamel paint of fire red colour over a coat of primer (ISC code 536 as per IS 2932 of 2003) complete as per specification no. FF-MFP/BP [13-3-1]

Supplying and erecting G.I. pipe ‘C’ class ERW 75/80 mm dia with necessary fittings complete as per specification no. FF-PP [13-6-5]

Supplying and erecting G.I. pipe ‘C’ class ERW 100 mm dia with necessary fittings complete as per specification no. FF-PP [13-6-6]

Supplying and erecting 75/80 mm dia. cast iron double flange butterfly valve of size complete with PN16 pressure rating as per specification no. FF-VL/BFV [13-7-19]

Supplying and erecting 100 mm dia. cast iron double flange butterfly valve of size complete with PN16 pressure rating as per specification no. FF-VL/BFV [13-7-20]

Supplying and erecting 100 mm dia cast iron double flange NRV complete with PN16 pressure rating as per specification no. FF-VL/NRV [13-7-24]

Supplying and erecting stainless steel single outlet hydrant valve fitted with necessary accessories complete as per specification no. FF-VL/HV [13-7-35]

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 [13-8-2]

Supplying and erecting 63mm dia reinforced rubber lined (R.R.L.) hose pipe 15m in length fitted with necessary accessories complete as per specification no. FF-FFA/RRL [13-8-4]

Supplying and erecting gun metal branch pipe of 63 mm dia fitted with 20 mm dia detachable hexagonal nozzle complete as per specification no. FF-FFA/NZ [13-8-7]

Supplying and erecting 150 mm dia fire brigade header suitable for supplying water in fire tank complete as per specification no. FF-FA/FBC [13-8-10]

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 [13-8-13]

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 [13-8-14]

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) [13-8-20]

Making cement concrete foundation in 1 2 4 cement concrete with foundation bolts and nuts complete. (cost of wooden box is included) (for pumps). Foundation for Booster Pump 1 mtr x 0.5 mtr x 0.3 mtr = 0.15 Cum [16-3-5]

Supplying and 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. [13-15-1]

Supplying, erecting, testing and commissioning of stand mounted/handheld type wired microphone having 2 mV/Pa sensitivity impedance level limit 300 ohms and 50 - 16000 Hz suitable to operate in -10 deg C to +55 deg C with min. 7 metre shielded cable and 3 Pin Professional XLR Connector stereo jack complete as per specification no. FF-PA/MIC [13-11-3]

Supplying, erecting, testing and commissioning of 1.5 sq. mm speaker wire complete. [13-11-10]

Supplying, erecting, testing and commissioning of 15 to 30 Watts sound column or ceiling mounted complete as per specification no. FF-PA/SOC [13-11-2]

Supplying, erecting, testing and commissioning of 120 W amplifier suitable to operate on 230 Volts A.C. / 12 Volts D.C. supply complete as per specification no. FF-PA/AFR [13-11-1]

Supplying and erecting HMS PVC conduit FRLS grade 20 mm dia. with PVC accessories on wall / ceiling as per specification No WG-MA/CON [1-2-3]

Supplying, erecting, testing and commissioning of rust free microphone floor stand of chrome plating/powder coating or S.S. material 500 mm to 1500 mm height and sturdy mechanism ensuring trouble free movement complete. [13-11-4]

Supplying, erecting & terminating XLPE insulated unarmoured cable 1100 V. 1 core 70 sq. mm. copper conductor complete erected with provided lugs laid in provided control panel/distribution boards / pipe as per specification no. CB-LT/CU [7-2-4]

Supplying, installing & testing maintenance free earthing comprising of Electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with 25 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete and recording the results Specification no. EA-MOBI [9-1-5]

Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP. 2 (L + W) = 2 (74.61 + 23.85) = 2 (98.46) = 196.92 mtr 25 X 3 mm G.I. Patti = 0.596 kg/m 196.92 mtr x 0.596 Kg/m = 117.36 Kg [9-2-3]

Supplying and erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on provided foundation complete. [9-3-1]

diesel generating set with alternator of 100 kVA output continuous rating 3 Phase 415 V 50c/s 0.8 p. f. A.C supply a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours along with standard accessories self-excited self-regulated screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 % with performance class G2 and maximum fuel consumption 17.4 Ltr/hr 75% loading. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters switchgears indicators connected with suitable wires/cables the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet sound absorbing material to restrict sound level up to 75 dB at 1.0 m provided with first filling of oil diesel not less than 230 Ltr etc. on provided M20 Grade CC Foundation as per specification no. GEN-DG [11-1-12]

microprocessor based AMF panel suitable for diesel generating set of above 82.5 kVA up to 100 kVA capacity Three phase 415 Volts 50Hz A.C. with all standard features safeties etc as per specification no. GEN-AMF. NOTE Basic Rate = 127053/- - 10% (12705.30)=114347.70 for other than Dist. Headqtr 114347.70 + 5% (5717.39) =120065.09 [11-2-10]

Providing and erecting 4 Pole MCCB 415V 200A rated short-circuit breaking capacity 25 kA (Ics=100% of Icu) adjustable thermal (overload) setting and adjustable magnetic setting with provided leads provision for installation of shunt/UV/trip alarm contact and MCCB should have phase barriers both sides with insulation withstand capacity 800V no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB [5-5-2]

Supplying and erecting SS enclosure for MCCB suitable for 125A to 200A MCCB. [5-11-18]

Supplying and erecting terminal spreaders suitable for 4 pole above 100A up to 250A MCCB (Set of 8) [5-11-7]

Supplying, erecting & terminating FR XLPE insulated galvanised steel formed wire armoured (strip) cable 1100 V 3½ core 70 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 [7-1-18]

Supplying and laying (including excavation) of suitable width & depth up to 90 cm) 75 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface to required depth complete. [7-6-10]

Supplying, installing, testing and commissioning of FR XLPE armoured cable 2 core 1.5 sq.mm. copper conductor complete erected on wall/ ceiling complete as per specification no. CB-LT/CU ( FOR SENSOR CABLE) [13-9-10]

Making cement concrete foundation in 1 2 4 cement concrete with foundation bolts and nuts complete. (cost of wooden box is included) (for pumps). 4 mtr x 1.5 mtr x 1 mtr = 6 Cum [16-3-5]

Excavating hard Rock or bituminous road by chiselling for preparing pit for pole / stay/earth plate / for laying cable/ pipe & clearing the site by removing debris & making the site as required complete. [16-1-5]

Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials testing & recording the results as per specification no. EA-EP [9-1-1]

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 [9-1-4]

Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP. [9-2-3]

Supplying and erecting HMS PVC conduit FRLS grade 20 mm dia. with PVC accessories on wall / ceiling as per specification No WG-MA/CON [1-2-3]

Supplying and erecting PVC trunking (PVC casing-n-capping) of size 32 mm with accessories on wall/ceiling as per specification No WG-MA/CON [1-2-8]

Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete. [1-6-1]

Supplying and erecting modular type 3 pin 6A multi socket with safety shutter duly erected on provided plate and box with wiring connections complete. [1-6-10]

Supplying and erecting PVC Surface modular switch box with double mounting plate for 6 module duly erected. [1-6-30]

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 [1-3-1]

Supplying and erecting green colour earthing with 1x 1.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No WG-MA/BW [1-3-1]

Supplying and installing cat-6 cable suitable for networking as per specification no. WG-COC/NC [1-10-1]

Supplying, fixing, and configuring 24 ports POE switch in provided rack as per specification No. WG-NWC/ENS [1-11-3]

Supplying, installing & testing UTP connector (RJ-45) as per specification No. WG-NAS/UTPC. [1-12-1]

Supplying and erecting 10m HDMI cord low voltage grade minimum 4k compliant to be laid in provided conduits with male/female 19 pin HDMI connectors complete. [1-8-23]

Supplying and fixing 6U wall mount rack (Dimension-DxWxH – 500x600x367 mm) as per specification No. WG-NAS/RAK [1-12-17]

Supplying & erecting of High definition 2 Megapixel IP IR varifocal Bullet Camera with following features Image Sensor minimum 1/2.8 Progressive Scan CMOS Video Resolution minimum 1920 x 1080 Video Compression H.264 H.265 or higher at least Three individually configurable stream Frame rate minimum 25 fps at all resolutions WDR minimum 120 dB Wide Dynamic Range ONVIF profile conformant minimum IR distance 50m Lens Type 2.8 - 13 mm Lens auto/motorized varifocal focal Field of View horizontal FOV 103° to 32° vertical FOV 73° to 24° diagonal FOV 142° to 40° Lux sensitivity - minimum 0.2 Lux at color minimum 0.05 Lux at Black & White 0.0 Lux (IR) Night Vision Distance Min IR- 50m Camera minimum Adjustment Angles - Pan 350° Tilt 72° Rotate 350°. Power Supply Support 12VDC & PoE IP67 IK10 – Vandal Resistant. Built in micro SD/SDHC/SDXC card slot of min 128 GB Built in microphone. minimum Input/Output - Audio in × 1 Audio Out × 1 Alarm in× 1 Alarm Out × 1. Image Settings Rotate mode saturation brightness contrast sharpness gain white balance. Image Enhancements Day/Night - Auto (ICR)/Color/Black & White 3D Digital Noise Reduction Automatic White Balance Automatic Gain Control Backlight Compensation Highlight Compensation. (NON CSR) [30-1-29]

Supplying installing testing & commissioning of 16/20 Ch. Network Video Recorder (NVR) suitable for 2 MP cameras only with HDMI/VGA outputs provided HDMI output of 4K resolution or VGA output with output up to 1920 × 1080. Support H.265 or higher H.264 MJPEG Incoming Bandwidth 160Mbps with minimum 2 SATA Hard Disks ANR Technology 2 SATA interfaces for 2 HDDs and capacity of each HDD up to 8TB minimum 02 USB port Alarm I/O 4/1 RJ-45 10 /100/1000 Mbps self-adaptive Ethernet interface support multibrand network Cameras ONVIF conformance Multiple network monitoring Web viewer. support protocol TCP/IP DHCP DNS DDNS NTP SADP SMTP NFS iSCSI UPnP™ HTTPS. RoHS UL CE FCC certified. duly erected in provided U Rack with wiring connections tagging and programming etc. complete ( NON CSR) [30-1-30]

Supplying & erecting 8 TB internal Surveillance HDD suitable for SATA Port of NVR interface transfer rate 6 GB/S maximum sustained transfer rate 210 MB/Sec to 213 MB/S. Drive bay supported 08+ Cameras supported up to 64 Cache (MB) 256 Load/Unload Cycle -3000000 Work Load Rating per Year 180TB MTBF 1000000 Hrs. HTTPS. RoHS UL CE certified duly erected in position in provided NVR12 Month Fully Compressive Warranty) (NON CSR) [30-1-30]

Supplying & erecting 43 professional LED display with 1920*1080 (Full HD) Display suitable for 16/32 channel NVR and following features Brightness minimum 500 Cd/m2 Contrast Ratio minimum 1000 1 Viewing angle 178/178 deg. Response time maximum 8 ms Inputs HDMI VGA BNC USB Audio In Built-in speakers maximum 10 W Suitable to operate on 100-240 V 50 Hz AC supply and 24/7 Duty Cycle duly erected on wall or table top with standard accessories like wall mount stand and wiring connections etc. complete (NON CSR) [30-1-31]

THE RAIKON CONSTRUCTIONS

Shree Ganesh Construction