Construction of Toilet Units,Virtual class rooms,Community Hall Ground Develpoment, Water Facility and other Facilityes At Zilla Parishad school Dhangaon Tal Palus Dist Sangli

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 Manual Means (For Ground Floor) Item / Page No : 1 / 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 soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with grit, ramming, watering, excetra complete. Item / Page No : 40A / 157 Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.

Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled 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 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 4a Spec. Page No : --- Additional Specifications : As per Item No 4a

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 5a Spec. Page No : --- Additional Specifications : As per Item No 5a

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 6a Spec. Page No : --- Additional Specifications : As per Item No 6a

Providing and laying damp proof course 50 milimetre thick in M-20 cement concrete layer and bitumen / using cement with waterproofing compound curing, formwork, excetra complete. (For First Floor) (using ARTIFICIAL SAND). Item / Page No : 1 / 205 Specification No : Bd.J.2 Spec. Page No : 355 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 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 of natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 5 / 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 : 5 / 184 Specification No : As per Item No 8a Spec. Page No : --- Additional Specifications : As per Item No 8a

Providing and laying cast in situ / Ready Mix Cement concrete M-20 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 : 17 / 185 Specification No : Bd.F.11, B-7 Spec. Page No : 304, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and 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. Steel to be used must be as per Indian Standard : 1786 (1985) with latest amendments and manufactured by approved and reputed make. 2. Steel to be used must be procured directly from the manufacturers or from authorised agent of main producers. 3. Various diameters of TMT-FE-500 steel bars brought on site of the work shall be got tested category wise and lot wise, as directed by the Engineer In-Charge and minimum 50 percent of testing should be done in the departmental laboratory.

For First Floor Item / Page No : 33 / 188 Specification No : As per Item No 10a Spec. Page No : --- Additional Specifications : As per Item No 10a

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 12a Spec. Page No : --- Additional Specifications : As per Item No 12a

Providing and fixing frame with / without ventilator of size as specified with country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300 milimetre X 40 milimetre X 5 milimetre with oil painting, excetra complete. (For Ground Floor) Item / Page No : 1 / 245 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 1 / 245 Specification No : As per Item No 13a Spec. Page No : --- Additional Specifications : As per Item No 13a

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 14a Spec. Page No : --- Additional Specifications : As per Item No 14a

Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of two tracks with rectangular pipe having overall dimentsions 63.50 milimetre X 38.10 milimetre X 1.02 milimetre at weight 0.547 kilogram per running metre and window frame bottom track section 61.85 milimetre X 31.75 milimetre X 1.20 milimetre at weight 0.695 kilogram per running metre. Top and side track section 61.85 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.659 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass with all required screws and nuts excetra complete. - With powder coating without box. (For Ground Floor) Item / Page No : 40 / 252 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 40 / 252 Specification No : As per Item No 15a Spec. Page No : --- Additional Specifications : As per Item No 15a

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

Providing and fixing crimped wire galvanised iron mesh of size 20 milimetre X 20 milimetre, 10 gauge to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its origional position and oil painting, excetra complete. (Excluding cost structural steel) (For Ground Floor) Item / Page No : 21 / 295 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

For First Floor Item / Page No : 21 / 295 Specification No : As per Item No 17a Spec. Page No : --- Additional Specifications : As per Item No 17a

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 and laying vitrified mirror / glossy finish tiles decorative type having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 40 / 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 : 40 / 217 Specification No : As per Item No 19a Spec. Page No : --- Additional Specifications : As per Item No 19a

Providing and laying in position flooring of telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of approved shade and size 18 milimetre to 20 milimetre thick on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 34 / 216 Specification No : Bd.M.3 B Spec. Page No : 380 Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

For First Floor Item / Page No : 34 / 216 Specification No : As per Item No 20a Spec. Page No : --- Additional Specifications : As per Item No 20a

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 21a Spec. Page No : --- Additional Specifications : As per Item No 21a

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

For First Floor Item / Page No : 5 / 209 Specification No : As per Item No 22a Spec. Page No : --- Additional Specifications : As per Item No 22a

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 23a Spec. Page No : --- Additional Specifications : As per Item No 23a

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

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 25a Spec. Page No : --- Additional Specifications : As per Item No 25a

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 26a Spec. Page No : --- Additional Specifications : As per Item No 26a

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 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.

Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 milimetre X 450 milimetre size as per detailed drawing including vertical both side polished kadappah stone 25 milimetre to 30 milimetre thick supports with kadappah top 35 milimetre to 40 milimetre thick and polished granite 16 to 20 milimetre top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 centimetre height and top granite of 75 centimetre X 40 centimetre including cutting, opening for sink of required size in kadappah as well as granite excetra complete.(Platform top size 5.00 metre X 0.60 metre and height is 0.75 metre) (For First Floor) Item / Page No : 78 / 273 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection, excetra complete. (For Ground Floor) Item / Page No : 34 / 277 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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

Providing 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

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 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.

Providing, laying and fixing polyvinyl chloride pipe of 110 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete. Item / Page No : 28 / 277 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The P.V.C. Pipe should be of approved and standard brand.

Providing and fixing coloured glazed earthenware full stall type urinal with polyvinyl chloride flushing cistern of 5 litres capacity with fitting inlet pipes and stop tap brackets for fixing the cistern 32 milimetre diameter polyvinyl chloride flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap soil pipe connection upto the outside face of the wall. (For Ground Floor) Item / Page No : 59 / 271 Specification No : Bd.V.23 Spec. Page No : 562

Providing and fixing white glazed earthenware wash hand basin of 63 centimetre X 45 centimetre size including Bib cock stop tap brass heavy 15 milimetre, brackets, 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 : 65 / 272 Specification No : Bd.V.30 Spec. Page No : 565

Providing and fixing White Glazed Earthenware Squatting plate (Ladies Urinal) with polyvinyl chloride flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32 milimetre diameter P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connection up to the outside face of the wall. (For Ground Floor) Item / Page No : 58 / 271 Specification No : Bd.V.23 Spec. Page No : 562

Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing with hot dip zinc coating including fabricating, glazing with plain / obscured glass panes 5 milimetre thick of approved type quality and iron oxidised fixtures and fastening with guard square bars 12 milimetre square 10 centimetre center to center and oil painting two coats, excetra complete. (For Ground Floor) Item / Page No : 30 / 249 Specification No : Bd.T 53 Spec. Page No : 509 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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 First Floor) Item / Page No : 75 / 273 Specification No : Bd.V.31 Spec. Page No : 566

Providing and fixing polyvinyl chloride Rain water pipes of 110 milimetre outer and having wall thikness of 2.2 milimetre to 2.7 milimetre confirming to Indian standared 13592-1992 including proper rain water receiving recess with polyvinyl chloride plug, bends, necessary fittings, such as offset shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 milimetre to 40 milimetre from face of wall a fixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on cement concrete or masonry blocks, including necessary scaffolding andpolyvinyl chloride maintenance for three years for any leakages or dislocations of pipes. All the fittings and additional two piece socket clips shall be got approved from engineer in charge etc. complete. (For Ground Floor) Item / Page No : 87 / 283 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and fixing in position various capacity rainwater harvesting dual intensity auto flush open ended at drain outlet filter with working principal of COHESSIVE AND CENTRIFUGAL FORCE having filter element made out of stainless steel 304 screen with mesh size of 205 microns having rainfall capacity of 75 metre per hour intensity with operating pressure of 0.060 kilogram per square centimetre of head with discharge capacity ranging from 10 litre per minute to 480 litre per minute including all necessary accessories like coupler, bends, polyvinyl chloride valve, excetra fixing with Bombay nails of required length, excetra complete with inlet size of 90 milimetre to 110 milimetre diameter from rooftop pipe with drain outlet of 90 milimetre to 110 milimetre diameter size with clean water outlet of 62 milimetre to 90 milimetre diameter size including fitting and fixing excluding inlet and outlet piping, excetra complete as per the direction by engineer in charge. - FL-100 for the catchment up to 110 square metre system size 90 milimetre diameter inlet, 63 milimetre diameter clean water outlet, 90 milimetre diameter drain outlet (filterain, tee, door bend, valve 63 milimetre) Item / Page No : 228a / 410 Additional Specifications : The work shall be done as per 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.

Providing 25 milimetre to 30 milimetre thick partition of polished black Kadappa stone slab of approved quality including giving required sizes and shape, excetra, fixing in cement mortar 1:3, curing and cement, excetra complete. - One side polish (For Ground Floor) (using ARTIFICIAL SAND). Item / Page No : 32 / 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. 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 poly vinyl chloride rain water pipes of 160 milimetre outer diameter and having wall thickness of 2.2 milimetre to 2.7 milimetre confirming to Indian Standard : 13592-1992 including proper rain water receiving recess with poly vinyl chloride plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 milimetre to 40 milimetre from face of wall affixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on cement concrete or masonry blocks, including necessary scaffolding and maintenance for 3 years for any leakages or dislocations of pipes. All the poly vinyl chloride fittings and additional 2 piece socket clips shall be got approved from engineer in charge excetra complete. (For Ground Floor) Item / Page No : 85 / 283 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing, laying and fixing polyvinyl chloride pipe of 75 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra inclduding necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete. Item / Page No : 27 / 276 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The P.V.C. Pipe should be of approved and standard brand.

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

Provoding and fixing high density polyethylen container one piece moulded water tank made out of high density polyethylen and built corrugated inclusive of delivery upto destination housing, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes - Capacity between 1000 litres to 20000 litres. (For First Floor) Item / Page No : 54 / 280 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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.

Providing and fixing on walls / celling / floor, 25 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor) Item / Page No : 57 / 280 Specification No : Bd.V.5 Spec. Page No : 551 Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.

Providing and 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 Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND). Item / Page No : 8 / 176 Specification No : Bd.E.4, B-7 Spec. Page No : 289-290, 38-40 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and 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 First Floor) Item / Page No : 9 / 206 Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for double rim bored pile of 450 milimetre diameter each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing 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) by tremie arrangement compaction of concrete including chipping and dressing, excetra complete. (Excluding steel reinforcement) (using ARTIFICIAL SAND). Item / Page No : 18 / 162 Specification No : Bd.B.2 Spec. Page No : 269 Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying Cast in situ / Ready Mix cement concrete M-25 of trap metal for reinforced cement concrete pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, compacting, finishing and curing, excetrawith fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With natural sand/V.S.I. quality Artificial Sand, complete. (Excluding steel reinforcement) (using ARTIFICIAL SAND). Item / Page No : 60 / 171 Specification No : Bd.F.1 Spec. Page No : 297 Additional Specifications : 1. The work shall be carried out as directed by Engineer-In-Charge. 2. 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. 3. Cement from the same stock sent for mix design shall be used for concreting work. 4. 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. 5. 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. 6. 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. 7. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and 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 in M-20 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 : 25 / 185 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.

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 structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates excetra as per detailed desings and drawings or as directed including cuting, fabricating, hoisting, erecting, fixing in position, making rivetted / bolted / welded connection and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor) Item / Page No : 4 / 173 Specification No : Bd.C.8 Spec. Page No : 278

Providing and fixing 40 milimetre diameter and 1.5 milimetre thick stainless steel hand railing in stainless steel 304 grade including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For Ground Floor) Item / Page No : 6 / 264 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

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.

Supplying soft murum at the road site, including conveying and stacking, excetra complete. Item / Page No : 29b / 25 Specification No : MORTH-408 Spec. Page No : 139-142

Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. Item / Page No : 30 / 25 Specification No : MORTH-408 Spec. Page No : 139-142

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete. Item / Page No : 31 / 25 Specification No : MORTH-408 Spec. Page No : 139-142

Please Enable Macros to View BoQ information