CONSTRUCTION OF PRIMARY HEALTH CENTER MAIN BUILDING AT UDTARE TAL WAI DIST SATARA

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.

Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete. Item / Page No : 38 / 157 Specification No : Bd.A.12 Spec. Page No : 264

Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the bottom surface and sides for excavation at the rate of 5 liters of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper Item / Page No : 22 / 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 shall be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.

Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the backfill in immidiate contact with foundation at the rate of 5 litres of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of vertical surface area covering ten years guarantee on bond paper. 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 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.

Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND). Item / Page No : 1 / 175 Specification No : Bd.E.1 Spec. Page No : 287-288 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailling out water, striking joints on unexposed faces and watering, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 1 / 199 Specification No : Bd.H.1 Spec. Page No : 329 Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying Cast in situ / Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND). 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 columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, compaction, roughening if special finish is to be provided and curing excetra completet (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). 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 Item / Page No : 33 / 180 Specification No : As per Item No 9a Spec. Page No : --- Additional Specifications : As per Item No 9a

For 2nd Floor Item / Page No : 33 / 180 Specification No : As per Item No 9a Spec. Page No : --- Additional Specifications : As per Item No 9a

Providing and laying cast in situ /Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 52 / 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.

For First Floor Item / Page No : 52 / 181 Specification No : As per Item No 10a Spec. Page No : --- Additional Specifications : As per Item No 10a

For 2nd Floor Item / Page No : 52 / 181 Specification No : As per Item No 10a Spec. Page No : --- Additional Specifications : As per Item No 10a

Providing and laying cast in situ / Ready Mix cement concrete M-25 of Trap / granite /quartzite/ gneissmetal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). 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 11a Spec. Page No : --- Additional Specifications : As per Item No 11a

For 2nd Floor Item / Page No : 72 / 182 Specification No : As per Item No 11a Spec. Page No : --- Additional Specifications : As per Item No 11a

Providing and laying cast in situ / Ready Mix cement concrete M-25 of trap metal for reinforced cement concrete chajja as per detailed design and drawings including centering, formwork, cover blocks, compacting, finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (using ARTIFICIAL SAND). 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 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 pardi of required thickness including centering, formwork, cover blocks, compacting, finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). 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 First Floor Item / Page No : 19 / 185 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 with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). 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-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, compacting, finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For First 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.

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 16a Spec. Page No : --- Additional Specifications : As per Item No 16a

For 2nd Floor Item / Page No : 33 / 188 Specification No : As per Item No 16a Spec. Page No : --- Additional Specifications : As per Item No 16a

Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete. Item / Page No : 37 / 157 Specification No : Bd.A.11 Spec. Page No : 263-264

Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete. Item / Page No : 40 / 157 Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.

Providing second class burnt brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailling out water manually, striking joints, on unexposed faces, racking out joints on exposed faces and watering, excetra complete. (using ARTIFICIAL SAND). Item / Page No : 1 / 197 Specification No : Bd.G.1 Spec. Page No : 313 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. 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 second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 5 / 197 Specification No : Bd.G.5 Spec. Page No : 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. 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 / 197 Specification No : As per Item No 20a Spec. Page No : --- Additional Specifications : As per Item No 20a

For 2nd Floor Item / Page No : 5 / 197 Specification No : As per Item No 20a Spec. Page No : --- Additional Specifications : As per Item No 20a

Providing second class Burnt 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 placed 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 : 6 / 197 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.

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.

Providing and fixing 30 milimetre thick polyvinyl chloride flush L door shutter consisting of panel of hollow polyvinyl chloride profile of 20 milimetre thickness consisting frame made out of mild steel tubes of 19 gauge thickness and size of 19 milimetre X 19 milimetre inserted inside the hollow section of stiles rails top and bottom rails and two 19 milimetre X 19 milimetre mild steel tubes inserted horizontally inside the hollow profile section using 4/5 milimetre sheet using screws hollow profile shall be lipped with 10 milimetre (5 milimetre X 2) thick X 20 milimetre width on stiles and rails using solvent cement. The inner panel shall be laminated with 5 milimetre thick termite proof waterproof plain / prelam poly vinyl chloride sheet using solvent cement on the both sides of the panel including stainless steel fixtures and fastening excetra Complete as per direction of Engineer in-charge, manufacturer’s specification and drawing. (For Ground Floor) Item / Page No : 82 / 262 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 82 / 262 Specification No : As per Item No 23a Spec. Page No : --- Additional Specifications : As per Item No 23a

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 24a Spec. Page No : --- Additional Specifications : As per Item No 24a

Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 milimetre X 9 milimetre X 3 milimetre minimum size, crossings of mild steel flats of size 18 milimetre X 5 milimetre T or E section for runner of minimum 40 milimetre X 6 milimetre size for flange, mild steel flat for top runner of minimum size 40 milimetre X 12 milimetre with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 milimetre, maximum spacing of vertical channels be 100 milimetre enclosed gate position and clear space of 150 milimetre between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting, excetra complete. (Indian Standard : 10521-1983). (For Ground Floor) Item / Page No : 26 / 249 Specification No : Bd.T.57 Spec. Page No : 511

Providing and fixing mild steel grill work for windows, ventilators, excetra 15 kilogram per square metre as per drawing including fixtures, necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor) Item / Page No : 2 / 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 : 2 / 264 Specification No : As per Item No 26a Spec. Page No : --- Additional Specifications : As per Item No 26a

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 powder coating without box. (For Ground Floor) Item / Page No : 44 / 254 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 44 / 254 Specification No : As per Item No 27a Spec. Page No : --- Additional Specifications : As per Item No 27a

Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 milimetre X 38 milimetre X 1.22 milimetre box type, 5 milimetre thick sheet glass louvers of approved quality, excetra complete. (For Ground Floor) Item / Page No : 68 / 259 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing country cut teak wood double or single leaf panelled shutters, 35 milimetre thick styles and freze rail 95 milimetre X 35 milimetre thick with lock and bottam rail 195 milimetre X 25 milimetre thick panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting three coats, excetra complete. (For Ground Floor) Item / Page No : 8 / 246 Specification No : Bd.T.11, Bd.T.12 Spec. Page No : 482, 483 Additional Specifications : Door shutter shall be got approved by Engineer in-charge.

Providing and fixing in position anodised extruded aluminium partitions having frame made out of extruded tubular section of size 65 milimetre X 40 milimetre with 12 milimetre thick three layered flat pressed teak wood particle board bonded with boiling water proof type exterior grade phenol formaldehyde synthetic resin conforming to Indian Standard : 12923-1990, laminated on both sides, Novateak or equivalent with aluminium glazing clips of size 12 milimetre X 12 milimetre (conical) as per drawing, excetra complete. (For Ground Floor) Item / Page No : 73 / 260 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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 in position, double shuttered aluminium extruded powder coated openable door of specified size with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre, 3 milimetre thick top rails 47.62 milimetre X 44.45 milimetre, 3 milimetre thick, vertical style 47.62 milimetre X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels excetra, Indian Standard Institution mark, heavy duty, Hydraulic floor spring of 150 kilogram capacity, having heavy duty concealed lock, necessary beeding, glazing clips, poly vinyl chloride gaskets, 250 milimetre length tower aluminium bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipments, excetra complete. (For Ground Floor) Item / Page No : 63 / 258 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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 33a Spec. Page No : --- Additional Specifications : As per Item No 33a

Providing internal cement plaster 6 milimetre thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 2 / 209 Specification No : Bd.L.1, Spec. Page No : 367 Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 2 / 209 Specification No : As per Item No 34a Spec. Page No : --- Additional Specifications : As per Item No 34a

Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:4 without neeru finish to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 7 / 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 : 7 / 209 Specification No : As per Item No 35a Spec. Page No : --- Additional Specifications : As per Item No 35a

Providing internal cement plaster 12 milimetre thick in a single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 4 / 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 : 4 / 209 Specification No : As per Item No 36a Spec. Page No : --- Additional Specifications : As per Item No 36a

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 37a Spec. Page No : --- Additional Specifications : As per Item No 37a

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 38a Spec. Page No : --- Additional Specifications : As per Item No 38a

Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete / brick / stone masonry surface in all positions with base coat 12 to 15 milimetre thick in cement mortar 1:4 using gray cement and rough cast treatment 12 milimetre thick in proporation of 1:1.1/2:3 using colour pigment including scaffolding and fourteen days curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 13 / 210 Specification No : Bd.L.9 Spec. Page No : 370 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 : 13 / 210 Specification No : As per Item No 39a Spec. Page No : --- Additional Specifications : As per Item No 39a

Providing water proof bedding for flooring of bath and water closet 25 milimetre thick in cement mortar 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs. 500/- including ponding test, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 5 / 205 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

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 41a Spec. Page No : --- Additional Specifications : As per Item No 41a

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 42a Spec. Page No : --- Additional Specifications : As per Item No 42a

Providing and laying matt finish ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian Standard 15622 : 2006 (Group DII-A) and 7 milimetre to 8 milimetre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white / colour cement slurry, cleaning, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 24 / 215 Specification No : Bd.M.12 Spec. Page No : 385 Additional Specifications : 1. The work shall be carried out as per direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying ceramic tiles of having sizes 30 centimetre X 45 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. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 26 / 215 Specification No : Bd.M.13 Spec. Page No : 386 Additional Specifications : 1. The work shall be carried out as per direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

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 laying machine cut machine polished Kotah stone slabs 20 milimetre to 25 milimetre thick for treads and risers of steps and staircases with rounded nosing for the treads on a bed of 1:4 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 : 18 / 215 Specification No : Bd.M.22 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 : 18 / 215 Specification No : As per Item No 46a Spec. Page No : --- Additional Specifications : As per Item No 46a

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 47a Spec. Page No : --- Additional Specifications : As per Item No 47a

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 48a Spec. Page No : --- Additional Specifications : As per Item No 48a

Providing and fixing machine cut mirror polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone partition with full moulding the edegs, excetra complete. - One side polish (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 37 / 216 Specification No : Bd.M.35B Spec. Page No : 393 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of partition should be rounded as directed. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and fixing black Kadappa stone as shelves 25 milimetre thick machine polished, extending the polish upto 20 centimetre width on lower side, rounding corners, laying in position, jointing with cement mortar bedding in cement mortar 1:4 proportion, curing, excetra complete. (For Ground Floor) Item / Page No : 23 / 215 Specification No : Bd.M.29 Spec. Page No : 391 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of shelves should be chafered or rounded as directed.

For First Floor Item / Page No : 23 / 215 Specification No : As per Item No 50a Spec. Page No : --- Additional Specifications : As per Item No 50a

Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 milimetre thickness of having a strength of 400 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning excetra complete.(using 100 per cent crushed sand), excetra complete. Item / Page No : 53 / 219 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.

Providing and laying in trenches 40 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. Item / Page No : 65 / 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, 40 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Item / Page No : 59 / 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.

For First Floor Item / Page No : 59 / 280 Specification No : As per Item No 53a Spec. Page No : --- Additional Specifications : As per Item No 53a

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.

For First Floor Item / Page No : 57 / 280 Specification No : As per Item No 54a Spec. Page No : --- Additional Specifications : As per Item No 54a

Providing and fixing on walls / celling / floor, 20 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Item / Page No : 56 / 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.

For First Floor Item / Page No : 56 / 280 Specification No : As per Item No 55a Spec. Page No : --- Additional Specifications : As per Item No 55a

Providing and fixing on walls / celling / floor, 15 milimetre diameter chlorinated polyvinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Item / Page No : 55 / 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.

For First Floor Item / Page No : 55 / 280 Specification No : As per Item No 56a Spec. Page No : --- Additional Specifications : As per Item No 56a

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.

For First Floor Item / Page No : 60 / 280 Specification No : As per Item No 57a Spec. Page No : --- Additional Specifications : As per Item No 57a

Providing and laying in trenches 50 milimetre diameter medium grade having embossed as Indian Standards Institution mark galvanised iron pipes of 5.17 kilogram per metre with necessary fittings, remaking good the demolished portion with filling trenches and with primer of anticorrosive oil paint two coats, Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected excetra complete. Item / Page No : 23 / 269 Specification No : Bd.V.5 Spec. Page No : 551 Additional Specifications : 1. Galavanised iron pipe shall be of the type and the diametre specified in the wording of the item and shall comply with I.S. 1239-1973. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and galavnised iron fittings shall be of standard type to match the pipe.

Providing and fixing 15 milimetre diameter screw down bib / stop tap of brass including necessary socket union nut complete. (For Ground Floor) Item / Page No : 40 / 270 Specification No : Bd.V.8 Spec. Page No : 554

For First Floor Item / Page No : 40 / 270 Specification No : As per Item No 59a Spec. Page No : --- Additional Specifications : As per Item No 59a

Providing and fixing 15 milimetre diameter ball cock medium type with polyvinyl chloride float including sockets and necessary fittings and tested as per municipal requirements, excetra complete. (For Ground Floor) Item / Page No : 37 / 277 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing 40 milimetre diameter ball cock medium type with polyvinyl chloride float including sockets and necessary fittings and tested as per municipal requirements, excetra complete. (For Ground Floor) Item / Page No : 36 / 277 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing screw down for 40 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor) Item / Page No : 47 / 270 Specification No : Bd.V.9 Spec. Page No : 555

For First Floor Item / Page No : 47 / 270 Specification No : As per Item No 62a Spec. Page No : --- Additional Specifications : As per Item No 62a

Providing and fixing screw down for 25 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor) Item / Page No : 45 / 270 Specification No : Bd.V.9 Spec. Page No : 555

For First Floor Item / Page No : 45 / 270 Specification No : As per Item No 63a Spec. Page No : --- Additional Specifications : As per Item No 63a

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.

For First Floor Item / Page No : 84 / 283 Specification No : As per Item No 64a Spec. Page No : --- Additional Specifications : As per Item No 64a

Providing and fixing cromium plated bib cock with wall flange of approved make including necessary sockets / union nut, excetra complete as directed by Engineer in charge. (For Ground Floor) Item / Page No : 28 / 314 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

For First Floor Item / Page No : 28 / 314 Specification No : As per Item No 65a Spec. Page No : --- Additional Specifications : As per Item No 65a

Providing and fixing chromium plated pillar cock long neck with aerator of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Item / Page No : 82 / 282 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 82 / 282 Specification No : As per Item No 66a Spec. Page No : --- Additional Specifications : As per Item No 66a

Providing and fixing chromium plated angular stop cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Item / Page No : 79 / 282 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 79 / 282 Specification No : As per Item No 67a Spec. Page No : --- Additional Specifications : As per Item No 67a

Providing and fixing half turn 25 milimetre diameter gun metal flushing cock including all accessories, excetra complete. (For Ground Floor) Item / Page No : 32 / 277 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing chromium plated towel rod 16 milimetre diameter and 75 centimetre in length including all accessories complete. (For Ground Floor) Item / Page No : 31 / 277 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 31 / 277 Specification No : As per Item No 69a Spec. Page No : --- Additional Specifications : As per Item No 69a

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.

For First Floor Item / Page No : 20 / 276 Specification No : As per Item No 70a Spec. Page No : --- Additional Specifications : As per Item No 70a

Providing and fixing Orissa type white glazed earrthenware 575 milimetre water closet pan including "S" trap with earthenware foot rests, cast iron soil and vent pipe upto outside face of the wall, 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories excetra complete. (For Ground Floor) Item / Page No : 30 / 277 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing European type white glazed earthenware water closet pan with unplasticized poly vinyl chloride seat and lid with chromium plated brass hinges and rubber buffers including unplasticized poly vinyl chloride vent pipe up to the outside face of wall, 10 litre enameled low level flushing cistern with fittings, pipe, stop tap, brackets for fixing cistern, 32 milimetre diameter unplasticized poly vinyl chloride flush pipe with fittings and clamps, 20 milimetre diameter unplasticized poly vinyl chloride overflow pipe, mosquito proof couplings, galvanised iron chain and pulley, with water jet and fitting including cutting and making good to the walls and floors, testing, excetra complete.(prior approval of sample and brand by Ex. Engineer is necessary before use) (For Ground Floor) Item / Page No : 19 / 289 Additional Specifications : 1. Prior approval of sample and brand by Executive Engineer is necessary before use. 2. The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing white glazed earthenware wash hand basin of 55 centimetre X 40 centimetre size including cold water piller tap / cold and hot water piller tap brackts, rubber plugs and brass chain, stop tap and necessary pipe connections including polyvinyl chloride waste pipe and trap upto the outside face of the wall.Making good the damaged surface,testing excetra complete. (For Ground Floor) Item / Page No : 63 / 272 Specification No : Bd.V.30 Spec. Page No : 565

For First Floor Item / Page No : 63 / 272 Specification No : As per Item No 73a Spec. Page No : --- Additional Specifications : As per Item No 73a

Providing and fixing coloured glazed earthenware wash hand Basin of 63 centimetre X 45 centimetre size including cold water piller tap / cold and hot water piller tap brakets, rubber plugs and brass chain, stop tap and necessary pipe connection including polyvinyl chloride waste pipe and trap upto the outside face of the wall. (For Ground Floor) Item / Page No : 74 / 273 Specification No : Bd.V.30 Spec. Page No : 565

Providing and fixing white glazed earthenware lipped flat back / corner type urinal with polyvinyl chloride 5 litres flushing cistern with fitting inlet pipe and stop tap, brackets for fixing the cistern 32 milimetre diameter polyvinyl chloride flush pipe with fitting including lead soil pipe, lead trap and soil pipe connection upto the outside face of the wall. (For Ground Floor) Item / Page No : 60 / 271 Specification No : Bd.V.26 Spec. Page No : 564

Providing and fixing white glazed earthenware sink 600 milimetre X 200 milimetre X 450 milimetre including all connections of the galvanised iron supply and polyvinyl chloride waste pipes upto the outside face of the wall, cold water chromium plated screw down bib tap, rolled steel or cast iron brackets, rubber plug with chain and stop tap complete. (For Ground Floor) Item / Page No : 75 / 273 Specification No : Bd.V.31 Spec. Page No : 566

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 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 fixing 10 centimetre poly vinyl chloride nahani trap with grating, excetra complete. (For Ground Floor) Item / Page No : 67 / 281 Specification No : Bd.V.32A Spec. Page No : 551 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 67 / 281 Specification No : As per Item No 79a Spec. Page No : --- Additional Specifications : As per Item No 79a

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 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.

For First Floor Item / Page No : 30 / 291 Specification No : As per Item No 83a Spec. Page No : --- Additional Specifications : As per Item No 83a

Providing and constructing brick masonry inspection chamber 60 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and farme fixed in cement concrete Cover medium duty 140 kilogram with frame excetra complete. (using ARTIFICIAL SAND). Item / Page No : 12 / 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 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 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 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.

For First Floor Item / Page No : 68 / 196 Specification No : As per Item No 87a Spec. Page No : --- Additional Specifications : As per Item No 87a

Providing and applying pearl / luster finish paint of approved colour and shade to the existing plastered surface including scaffolding, preparing the surface, applying the acrylic wall putti, excetra complete. (For Ground Floor) Item / Page No : 23 / 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 : 23 / 225 Specification No : As per Item No 88a Spec. Page No : --- Additional Specifications : As per Item No 88a

Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding Indian Standard of approved manufacturer and of approved colour to the plastered surfaces including cleaning, preparing the plaster surfaces, applying primer coat, scaffolding, if necessary and watering the surface for two days, excetra complete. (For Ground Floor) Item / Page No : 25 / 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.

For First Floor Item / Page No : 25 / 225 Specification No : As per Item No 89a Spec. Page No : --- Additional Specifications : As per Item No 89a

Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fiber glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 square metre per kilogram with two coats Using approved chemicals for masonry and concrete surface by brush, covering seven years gaurantee on stamp paper, excetra complete. (For Ground Floor) Item / Page No : 9 / 206 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 9 / 206 Specification No : As per Item No 90a Spec. Page No : --- Additional Specifications : As per Item No 90a

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 patti / band 100 milimetre wide on plastered surface 12 milimetre to 15 milimetre thick in cement mortar 1:3 in line and level including neet finishing, scaffolding, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 24 / 210 Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 24 / 210 Specification No : As per Item No 92a Spec. Page No : --- Additional Specifications : As per Item No 92a

Providing groove to required size at specified location as directed by Engineer, at junction of brick masonary wall and reinforced cement concrete beams or column, at junction of composite masonary, including scaffolding, finishing curing, excetra complete. Item / Page No : 37 / 212 Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.

Providing fine cement finish 1.5 milimetre thick over green plaster surface including scaffolding, curing, excetra complete. (For Ground Floor) Item / Page No : 21 / 210 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

For First Floor Item / Page No : 21 / 210 Specification No : As per Item No 94a Spec. Page No : --- Additional Specifications : As per Item No 94a

Providing and laying rough Shahabad stone flooring 25 milimetre to 30 milimetre thick and of required width in plain / diamond pattern 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 : 1 / 213 Specification No : BD.M.1 Spec. Page No : 379 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.

Provoding and fixing high density polyethylen container one piece moulded water tank made out of high density polyethylen and built corrugated inclusive of delivery upto destination housting, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes. Capacity between 200 litres to 1000 litres. (For Ground Floor) Item / Page No : 53 / 280 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing in position unplasticized poly vinyl chloride ultra violet stabilized 110 milimetre outer diameter cowl dome confirming to Indian Standard : 4985 including making joints with solvent cement, excetra complete (For Ground Floor) Item / Page No : 25 / 290 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

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 98a Spec. Page No : --- Additional Specifications : As per Item No 98a

Providing and fixing 900 milimetre high, stainless steel 304 grade stainless steel railing with 40 milimetre diameter and 1.5 milimetre thick at top, 40 milimetre diameter and 1.5 milimetre thick verticle supports spaced at 1.5 metre center to center and 8 milimetre thick toughened glass including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For Ground Floor) Item / Page No : 7 / 264 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing 90 centimetre X 60 centimetre granite name plate engraving 10 centimetre height letter, figures including painting the letters / figures with approved colour and shade complete. Item / Page No : 12 / 294 Specification No : Bd.W.7 Spec. Page No : 586-587

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 101a Spec. Page No : --- Additional Specifications : As per Item No 101a

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 102a Spec. Page No : --- Additional Specifications : As per Item No 102a

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square metre made out of 4 milimetre aluminum Composite Material bonded with white retro-reflective sheeting of Class B( Type IV High intensity microprismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67- 2012 Table number 8.3, supported with back support frame 25mm X 25mm X 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 milimetre X 75 milimetre X 6 milimetre, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 centimetre X 45 centimetre X 60 centimetre, 60 centimetre below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 centimetre width including GI fixures and transportation excetracomplete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. Item / Page No : 34b / 58 Specification No : MoRTH-804 Spec. Page No : --- Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fabricting structural steel work in rolled sections like joists, channels, angles, tees, excetra as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces, excetra and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor) Item / Page No : 1 / 173 Specification No : Bd.C.2 Spec. Page No : 275

For First Floor Item / Page No : 1 / 173 Specification No : As per Item No 104a Spec. Page No : --- Additional Specifications : As per Item No 104a

Providing and fixing corrugated galvanised iron sheets of 0.63 milimetre thick (24 B.W.G) for roofing without wind tiles including fastening with galvanised iron screw and bolts and lead / bitumen washers as per drawing, excetra complete. (Weight 5.5 killogram per square metre) (For Ground Floor) Item / Page No : 4 / 233 Specification No : Bd.R.5 Spec. Page No : 452-453

Providing antitermite treatment around the periphery of the existing building as per Indian Standard 6313 (Part-III) by excavating trenches of 20 centimetre width and exposing the sides of columns and plinth beams upto a depth of 300 milimetre and injecting one percent of Chlorodane emulsion concentrate at the rate of 2.25 litres per running metre and refilling the trenches, excetra complete covering 2 years guarantee on bond paper. Item / Page No : 29 / 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.

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 chromium plated wall mixer with provision for overhead shower with 115 milimetre long bend pipe and wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor) Item / Page No : 81 / 282 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table survey with the help of 24" Alidade. The dolomite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triagular method and giving detailes of the structures, such as total area, type of building and distance from all corners, taking trial pit 0.5 metre X 0.5 metre X 2.00 metre 2 numbers per acre and collection of record from city survey / D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three amonia prints. The contour levels shall be marked at 0.5. metre intervals. - above 1 Acre. Item / Page No : 23 / 15 Additional Specifications : The Work shall be carried out as per the instructions of Engineer In-Charg.

Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand 1 Test per Source

Compressive Strength of Cement Concrete Cube 1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre

Sieve Analysis Test for Metal below 40 milimetre 1 Test per 200.00 Cubic Metre

Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre 1 Test per Source

Crushing Value / Compressive Strength, Water Absorption, Specific Gravity Test for Stone / Rubble 1 Test per Source

Compressive Strength of Cement Mortar 1 Test per Day

Concrete Mix Design (with all tests on basic materials) for Grade M-25 1 Test per 500.00 Cubic Metre

Tensile Strength, Percent Elongation, Yield Stress, Weight per Metre, Bend / Rebend Test, Proof Stress (Steel Bar upto 16 milimetre) 1 Test per 5.00 Metric Ton

Tensile Strength, Percent Elongation, Yield Stress, Weight per Metre, Bend / Rebend Test, Proof Stress (Steel Bar above 16 milimetre) 1 Test per 5.00 Metric Ton

Liquid Limit & Plastic Limit for Plinth Filling 1 Test per 1000.00 Cubic Metre

Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand 1 Test per Source

Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks 1 Test per 50000.00 Number

Water Absorption, Modulus of Rupture Test for Ceramic / Vitrified Tiles 1 Test per 2000.00 Number

Compressive Strength, Water Absorption Test for Paving Blocks - 60 milimetre thick, 400 Kilogram per Square Centimetre Strength 1 Test per Square Metre

Water Absorption, Compressive Strength, Efflorescence Test for Fly Ash Bricks 1 Test per 50000.00 Number

Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance and thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively, VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strctly as per manufacturer's specifitions and as approved by engineer in charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus, etc, washing with water all complete.The contractor shall give guarantee for the performance of SRI and also the durabitity of coating, all complete as per direction of Engineer - in- incharge. (For Ground Floor) Item / Page No : 19 / 313 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing, constructing 2.0 metre deep shallow depth percolation pit comprising of 1.0 metre diameter pre-cast reinforced cement concrete rings, 300 milimetre thick side filling around outside of reinforced cement concrete rings (annular space) with 40 milimetre size boulders including filling of percolation pit up to 0.5 metre depth (from bottom up) with 25-75 milimetre clean washed gravels followed by 0.5 metre depth of 10-25 milimetre of clean washed stones followed by 0.5 metre of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed excetra) including netlon mesh between each gravel / fine aggregate (natural sand/crushed sand VSI grade finely washed, excetra) media layer including covering with reinforced cement concrete slab, manhole frame and cover, polyvinyl chloride rungs, excetra including arrangement for inlet and outlet pipe, excavation and backfilling as shown in the drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge Item / Page No : 46 / 317 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

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.

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized polyvinyl chloride medium well-casing pipe of 150 milimetre diameter, conforming to Indian Standard : 12818, including required hire and labour charges, fittings and accessories, excetra all complete, for all depths, as per the direction of Engineer in charge. Item / Page No : 49 / 318 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Supplying, filling, spreading and leveling stone boulders of size range 5 centimetre to 20 centimetre in recharge pit, in the required thickness, for all leads and lifts, all complete as per the direction of Engineer-in-charge. Item / Page No : 51 / 318 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Supplying, filling, spreading and leveling gravels of size range 5 milimetre to 10 milimetre, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-incharge. Item / Page No : 52 / 318 Additional Specifications : Work shall be carried out as per the instructions of 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 hard murum and boulders including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling, ramming, watering including shoring the strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 10 / 154 Specification No : Bd.A.3 Spec. Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the 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.

Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for steps including steel centering, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 4 / 175 Specification No : Bd.E.2, B-7 Spec. Page No : 288, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and 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 with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND). 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 heat insulation by wrapping the pipes with glass wool / asbestos fibre rope or tape / videoflex 25 milimetre as directed by Engineer in charge. Item / Page No : 57 / 318 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and fixing cold rolled steel hollow door frame 105 milimetre X 60 milimetre for any sizes including hold fast, hinges, tie members with red oxide and gray paint, excetra complete as per Indian Standards Institution specifications and code of practice prescribed including anticorosive treatment, excetra complete as directed by the Engineer. (For Ground Floor) Item / Page No : 49 / 256 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing solid core flush door commerical type in single leaf 16 milimetre thick Bison panel cement bonded partical board including teak wood lipping, beading on all four edges, without ventilator commercial type of exterior grade as per detailed drawings, with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting three coats, excetra complete. (For Ground Floor) Item / Page No : 11 / 246 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 of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55 percent aluminium, 43.4 percent zinc, 1.6 percent silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). (For Ground Floor) Item / Page No : 34 / 236 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats, excetra complete. (with guard bars 12 milimetre square at 10 centimetre center to centre.) (For Ground Floor) Item / Page No : 20 / 247 Specification No : Bd.T.53 Spec. Page No : 509 Additional Specifications : Window shutter and fixtures and fastenings shall be got approved by Engineer in-charge.

Providing and laying polished Shahabad stone Flooring 25 milimetre to 30 milimetre thick and of required width wide in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 4 / 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 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 fixing on walls / celling / floors 50 milimetre diameter heavy grade having embossed as Indian Standards Institution mark galvanised iron pipes weight of 6.33 kilogram per metre with necessary fittings, remaking good the demolished portion with primerof anti-corrosive oil paint two coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Item / Page No : 15 / 267 Specification No : Bd.V.5 Spec. Page No : 551 Additional Specifications : 1. Galavanised iron pipe shall be of the type and the diametre specified in the wording of the item and shall comply with I.S. 1239-1973. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and galavnised iron fittings shall be of standard type to match the pipe.

Providing and fixing 50 milimetre diameter water metre with non-return value including stainer, sockets / union nut including water metre box making locking arrangement and lock. [Without chamber]. Item / Page No : 30 / 269 Specification No : Bd.V.7 Spec. Page No : 554

Providing and fixing screw down for 50 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor) Item / Page No : 48 / 270 Specification No : Bd.V.9 Spec. Page No : 555

Taking trial bores 75 milimetre to 100 milimetre for 53.0 milimetre to 88.9 milimetre core diameter over burden (by diamond drilling machine) such as soil of all sorts, soft murum, hard murum and boulders and in soft rock including all materials such as casing pipes and accessories, oil, grease, steel rods and such other materials as required (including conveying the material to site of work). Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to head quarter of concerning office as directed. - over burden 0 metre to 50 metre. Item / Page No : 45 / 18 Additional Specifications : The Work shall be carried out as per the instructions of Engineer In-Charg.

Taking trial bores 75 milimetre to 100 milimetre for 53.0 milimetre to 88.9 milimetre core diameter in rocks as specified below including all necessary materials such as oil,grease,steel boostan and such other materials as required(including conveying the material to site of work). Preserving the core sample serially on site of work and conveying the same to head quarter of concerning office as directed. - Quartzite with diamond drill with Nx Bit, 0 metre to 50 metre. Item / Page No : 46 / 18 Additional Specifications : The Work shall be carried out as per the instructions of Engineer In-Charg.

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