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| Sl. No. | Item Description |
| 1 | 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 Manual MeansItem / Page No : 5 / 153Specification No : Bd.A.2Spec. Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. |
| 2 | 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 / 175Specification No : Bd.E.1Spec. Page No : 287-288Additional 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. |
| 3 | Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 30 / 216Additional 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. |
| 4 | Providing first class Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in cement mortar 1:3 and watering in pillars of curved shapes, as shown on the drawings or as directed, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 9 / 197Specification No : Bd.G.9(b)Spec. Page No : 317Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following.A) Crushing strength:- i.Dry condition 5 bricksii. Wet condition 5 bricksB) Water aborption 5 bricks2. In addition, bricks shall be tested for size, shape and soundness.3. The proportion of cement mortar shall be 1:4.4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working.5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used.6. The brick work shall be cured for a minimum period of 14 days.7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster.8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost.9. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 5 | Providing first class Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in cement mortar 1:3 and watering in pillars of curved shapes, as shown on the drawings or as directed, excetra complete. (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 9 / 197Specification No : As per Item No 4aSpec. Page No : ---Additional Specifications : As per Item No 4a |
| 6 | 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 NATURAL SAND).Item / Page No : 2 / 209Specification No : Bd.L.1,Spec. Page No : 367Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work.2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge.3. Finishing shall be plain and in line, level and plumb.4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days.5. Application of sand faced treatment shall be commenced only afterpassing the base coat Engineer in-charge.6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 7 | 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 First Floor) (using NATURAL SAND).Item / Page No : 2 / 209Specification No : As per Item No 5aSpec. Page No : ---Additional Specifications : As per Item No 5a |
| 8 | Providing internal cement plaster 12 milimetre thick in a single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using NATURAL SAND).Item / Page No : 3 / 209Specification No : Bd.L.2Spec. Page No : 368Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work.2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge.3. Finishing shall be plain and in line, level and plumb.4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days.5. Application of sand faced treatment shall be commenced only afterpassing the base coat Engineer in-charge.6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 9 | Providing internal cement plaster 12 milimetre thick in a single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For First Floor) (using NATURAL SAND).Item / Page No : 3 / 209Specification No : As per Item No 6aSpec. Page No : ---Additional Specifications : As per Item No 6a |
| 10 | 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 NATURAL SAND).Item / Page No : 11 / 209Specification No : Bd.L.7Spec. Page No : 369Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work.2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge.3. Finishing shall be plain and in line, level and plumb.4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days.5. Application of sand faced treatment shall be commenced only afterpassing the base coat Engineer in-charge.6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 11 | 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 First Floor) (using NATURAL SAND).Item / Page No : 11 / 209Specification No : As per Item No 7aSpec. Page No : ---Additional Specifications : As per Item No 7a |
| 12 | Providing sills of granite 20 milimetre to 25 milimetre thick, on a bed of cement mortar 1:4 including cement float, filling joints with neat cement slurry, curing, polishing, rounding edges, cleaning complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 22 / 215Specification No : Bd.M-31Spec. Page No : 393Additional 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. |
| 13 | Providing sills of granite 20 milimetre to 25 milimetre thick, on a bed of cement mortar 1:4 including cement float, filling joints with neat cement slurry, curing, polishing, rounding edges, cleaning complete. (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 22 / 215Specification No : As per Item No 8aSpec. Page No : ---Additional Specifications : As per Item No 8a |
| 14 | 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 / 217Specification No : Bd.M.12Spec. Page No : 385Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge.2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer.3. Water absorption should not be more than 0.05 percent.4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 15 | 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 First Floor) (using ARTIFICIAL SAND).Item / Page No : 42 / 217Specification No : As per Item No 9aSpec. Page No : ---Additional Specifications : As per Item No 9a |
| 16 | Providing and laying vitrified matt finish tiles having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirtingin 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 : 43 / 217Specification No : Bd.M.12Spec. Page No : 385Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge.2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer.3. Water absorption should not be more than 0.05 percent.4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 17 | Providing and laying vitrified matt finish tiles having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirtingin required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 43 / 217Specification No : As per Item No 10aSpec. Page No : ---Additional Specifications : As per Item No 10a |
| 18 | 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 / 220Additional 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. |
| 19 | 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 First Floor) (using ARTIFICIAL SAND).Item / Page No : 68 / 220Specification No : As per Item No 11aSpec. Page No : ---Additional Specifications : As per Item No 11a |
| 20 | 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 / 216Specification No : Bd.M.35BSpec. Page No : 393Additional 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. |
| 21 | 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 / 217Specification No : Bd.M.35CSpec. Page No : 393Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge. |
| 22 | 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 First Floor)Item / Page No : 38 / 217Specification No : As per Item No 13aSpec. Page No : ---Additional Specifications : As per Item No 13a |
| 23 | Providing and laying chequered tiles of approved quality of size 30 centimetre X 30 centimetre and confirming to indian standard for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 66 / 220Specification No : Bd.M.12Spec. Page No : 385Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge.2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer.3. Water absorption should not be more than 0.05 percent.4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 24 | Providing and fixing mild steel grill work for windows, ventilator, excetra 20 kilogram per square metre as per drawings including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor)Item / Page No : 1 / 264Specification No : Bd.U.1Spec. Page No : 537Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge.2. The grill design shall be got approved from the Engineer in-charge before use. |
| 25 | Providing and fixing mild steel grill work for windows, ventilator, excetra 20 kilogram per square metre as per drawings including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting, excetra complete. (For First Floor)Item / Page No : 1 / 264Specification No : As per Item No 15aSpec. Page No : ---Additional Specifications : As per Item No 15a |
| 26 | Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of three tracks with rectangular pipe having overall dimentsions 95 milimetre X 38 milimetre X 0.90 milimetre at weight 0.637 kilogram per running metre and window frame bottom track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 1.070 kilogram per running metre. Top and side track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.933 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts excetra complete. - With colour anodising without box. (For Ground Floor)Item / Page No : 42 / 253Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 27 | Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of three tracks with rectangular pipe having overall dimentsions 95 milimetre X 38 milimetre X 0.90 milimetre at weight 0.637 kilogram per running metre and window frame bottom track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 1.070 kilogram per running metre. Top and side track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.933 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts excetra complete. - With colour anodising without box. (For First Floor)Item / Page No : 42 / 253Specification No : As per Item No 16aSpec. Page No : ---Additional Specifications : As per Item No 16a |
| 28 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 milimetre with lock plate of 3.15 milimetre thickness reinforced with 35 milimetre X 35 milimetre X 5 milimetre angle section fitted with sliding bolts and handles for both sides, deep mild steel channel section of depth and thickness not less than 65 milimetre and 3.15 milimetre respectively with hold fast arrangements, mild steel bracket plate 300 milimetre X 300 milimetre X 3.15 milimetre minimum size and shape with square bar, suspension shaft of minimum 32 milimetre diametre, hood cover of mild steel sheet not less than 0.9 milimetre thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer, excetra complete. (Indian Standard : 6248-1979) - with mechanical gear (For Ground Floor)Item / Page No : 25 / 249Specification No : Bd-T 55Spec. Page No : 510Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 29 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 milimetre with lock plate of 3.15 milimetre thickness reinforced with 35 milimetre X 35 milimetre X 5 milimetre angle section fitted with sliding bolts and handles for both sides, deep mild steel channel section of depth and thickness not less than 65 milimetre and 3.15 milimetre respectively with hold fast arrangements, mild steel bracket plate 300 milimetre X 300 milimetre X 3.15 milimetre minimum size and shape with square bar, suspension shaft of minimum 32 milimetre diametre, hood cover of mild steel sheet not less than 0.9 milimetre thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer, excetra complete. (Indian Standard : 6248-1979) - with mechanical gear (For First Floor)Item / Page No : 25 / 249Specification No : As per Item No 17aSpec. Page No : ---Additional Specifications : As per Item No 17a |
| 30 | Providing and fixing 30 milimetre thick both side prelaminated solid panel polyvinyl chloride door shutter consisting of frame made out of mild steel tube of 19 gauge thickness and size 19 milimetre X 19 milimetre for styles and 15 milimetre X 15 milimetre for top and bottom rails, mild steel frame shall have a coat of metel primer of approved make and manufacture. Mild steel frame shall be covered with heat mouled polyvinyl chloride \"C\" channel made from 5 milimetre (+/0.25) thick prelaminated sheet of density 600 kilogram per cubic metre, of size 30 milimetre thickness 70 milimetre width out of which 50 milimetre shall be flat and 20 milimetre shall be tapered in 45 degree angle on either side forming stiles; and 5 milimetre thick, 95 milimetre wide polyvinyl chloride sheet out of which 75 milimetre shall be flat and 20 milimetre shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 milimetre wide polyvinyl chloride sheet out of which 75 milimetre shall be flat and 20 milimetre shall be tapered on both sides to form lock rail. Top, bottom and lock rail shall be provided either side of the panel. An additional 5 milimetre (+/0.25) thick polyvinyl chloride strip of 20 milimetre width is to be stuck on the bottom side of the \"C\" channel prelaminated paneling of 5 milimetre (+/0.25) thick polyvinyl chloride sheet to be fitted inside the mild steel frame welded / sealed to the styles and rails with 5 milimetre (+/0.25) X 30 milimetre polyvinyl chloride sheet beading on either side and joined together with solvent cement adhesive, excetra 10 milimetre thickness (5 milimetre (+/0.25) X 2 numbers) 20 milimetre wide cross polyvinyl chloride sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 numbers mild steel powder coated butt hinges of size 100 milimetre X 25 milimetre X 2 milimetre using 32 milimetre long steel screws drilled suitable to pass through both the walls of the mild steel tube. Other hardwares should be fixed with 19 milimetre X 6 milimetre size steel screws including fixture fasting. Complete as per direction of Engineer in-charge. (For Ground Floor)Item / Page No : 47 / 255Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 31 | Providing and fixing 30 milimetre thick both side prelaminated solid panel polyvinyl chloride door shutter consisting of frame made out of mild steel tube of 19 gauge thickness and size 19 milimetre X 19 milimetre for styles and 15 milimetre X 15 milimetre for top and bottom rails, mild steel frame shall have a coat of metel primer of approved make and manufacture. Mild steel frame shall be covered with heat mouled polyvinyl chloride \"C\" channel made from 5 milimetre (+/0.25) thick prelaminated sheet of density 600 kilogram per cubic metre, of size 30 milimetre thickness 70 milimetre width out of which 50 milimetre shall be flat and 20 milimetre shall be tapered in 45 degree angle on either side forming stiles; and 5 milimetre thick, 95 milimetre wide polyvinyl chloride sheet out of which 75 milimetre shall be flat and 20 milimetre shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 milimetre wide polyvinyl chloride sheet out of which 75 milimetre shall be flat and 20 milimetre shall be tapered on both sides to form lock rail. Top, bottom and lock rail shall be provided either side of the panel. An additional 5 milimetre (+/0.25) thick polyvinyl chloride strip of 20 milimetre width is to be stuck on the bottom side of the \"C\" channel prelaminated paneling of 5 milimetre (+/0.25) thick polyvinyl chloride sheet to be fitted inside the mild steel frame welded / sealed to the styles and rails with 5 milimetre (+/0.25) X 30 milimetre polyvinyl chloride sheet beading on either side and joined together with solvent cement adhesive, excetra 10 milimetre thickness (5 milimetre (+/0.25) X 2 numbers) 20 milimetre wide cross polyvinyl chloride sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 numbers mild steel powder coated butt hinges of size 100 milimetre X 25 milimetre X 2 milimetre using 32 milimetre long steel screws drilled suitable to pass through both the walls of the mild steel tube. Other hardwares should be fixed with 19 milimetre X 6 milimetre size steel screws including fixture fasting. Complete as per direction of Engineer in-charge. (For First Floor)Item / Page No : 47 / 255Specification No : As per Item No 18aSpec. Page No : ---Additional Specifications : As per Item No 18a |
| 32 | Providing and fixing frame with / without ventilator of size as specified with non teak wood for doors and windows including chamfering, rounding, rebating holdfast of size 300 milimetre X 40 milimetre X 5 milimetre with oil painting, excetra complete. (For Ground Floor)Item / Page No : 2 / 245Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 33 | Providing and fixing country cut teak wood double or single leaf second class fully panelled door shutter with 35 milimetre thick and style and rail 25 milimetre thick pannels with openable fan light as per detailed drawings, excluding the door frame 60 milimetre X 100 milimetre including stainless steel fixrtures and fastening and finishing the wood work with oil painting three coats, excetra complete.(Excluding the door frame) (For Ground Floor)Item / Page No : 4 / 245Specification No : Bd.T.7,Bd.T.8Spec. Page No : 481,482 |
| 34 | Providing and Fixing matt finish stainless steel of 302 grade railing with top pipe of 50 milimetre diameter and vertical pipe of 38 milimetre diameter at 0.60 metre center to center or as required and horizontal pipes of 25 milimetre diameter in three rows, all pipes of 2 milimetre thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 milimetre diameter above newel post of 75 milimetre diameter excetra complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For Ground Floor)Item / Page No : 8 / 265Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 35 | Providing and Fixing matt finish stainless steel of 302 grade railing with top pipe of 50 milimetre diameter and vertical pipe of 38 milimetre diameter at 0.60 metre center to center or as required and horizontal pipes of 25 milimetre diameter in three rows, all pipes of 2 milimetre thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 milimetre diameter above newel post of 75 milimetre diameter excetra complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For First Floor)Item / Page No : 8 / 265Specification No : As per Item No 21aSpec. Page No : ---Additional Specifications : As per Item No 21a |
| 36 | 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 / 271Specification No : Bd.V.26Spec. Page No : 564 |
| 37 | Providing and fixing oval type under counter wash hand basin of 16 inch X 22 inch size and of special colour shed having telephonic black / colour granite of 18 milimetre thick fixed on black kadapaa frame work, including cromium plated coupling, bottle-trap using approved make oval type wash basin as per detailed drawing or as directed by Engineer In-charge, excetra complete. (For Ground Floor)Item / Page No : 88 / 283Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 38 | Providing and fixing oval type under counter wash hand basin of 16 inch X 22 inch size and of special colour shed having telephonic black / colour granite of 18 milimetre thick fixed on black kadapaa frame work, including cromium plated coupling, bottle-trap using approved make oval type wash basin as per detailed drawing or as directed by Engineer In-charge, excetra complete. (For First Floor)Item / Page No : 88 / 283Specification No : As per Item No 23aSpec. Page No : ---Additional Specifications : As per Item No 23a |
| 39 | Providing and fixing first class white glazed earthenware Orissa type water closet pan 580 milimetre diameter including \"P\" or \"S\" trap, cast iron soil and vent pipe upto the outside face of the wall, 1:5:10 cement concrete bedding 15 milimetre thick, 10 litre poly vinyl chloride flushing cistern with all necessary pipe connection, excetra complete. (For Ground Floor)Item / Page No : 33 / 277Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 40 | Providing and fixing 15 milimetre diameter water metre with non-return valve including stainer, sockets / union nut including water metre box making locking arrangement and lock. [Without chamber].Item / Page No : 26 / 269Specification No : Bd.V.7Spec. Page No : 554 |
| 41 | Providing and fixing 20 milimetre diameter screw down bib / stop tap of brass including necessary socket union nut complete. (For Ground Floor)Item / Page No : 41 / 270Specification No : Bd.V.8Spec. Page No : 554 |
| 42 | Providing and fixing 20 milimetre diameter screw down bib / stop tap of brass including necessary socket union nut complete. (For First Floor)Item / Page No : 41 / 270Specification No : As per Item No 26aSpec. Page No : ---Additional Specifications : As per Item No 26a |
| 43 | Providing and fixing 15 milimetre diameter concussion push button type brass / gun metal self-closing tap including necessary socket complete. (For Ground Floor)Item / Page No : 52 / 270Specification No : Bd.V.14Spec. Page No : 557 |
| 44 | Providing and fixing 15 milimetre diameter concussion push button type brass / gun metal self-closing tap including necessary socket complete. (For First Floor)Item / Page No : 52 / 270Specification No : As per Item No 27aSpec. Page No : ---Additional Specifications : As per Item No 27a |
| 45 | Providing and fixing auto closing pillar cock of pressmatic tap of approved make including all fixtures, fittings, excetra complete. (For Ground Floor)Item / Page No : 77 / 273Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 46 | Providing and fixing auto closing pillar cock of pressmatic tap of approved make including all fixtures, fittings, excetra complete. (For First Floor)Item / Page No : 77 / 273Specification No : As per Item No 28aSpec. Page No : ---Additional Specifications : As per Item No 28a |
| 47 | 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 / 275Specification No : Bd.V.43Spec. Page No : 574Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working.2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used.3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster.4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge. |
| 48 | 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 / 276Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 49 | Providing and fixing 450 milimetre X 550 milimetre size superior type belgium mirror with 16 milimetre diameter nickel plated towel rod, excetra complete. (For First Floor)Item / Page No : 20 / 276Specification No : As per Item No 30aSpec. Page No : ---Additional Specifications : As per Item No 30a |
| 50 | Providing, laying and fixing polyvinyl chloride pipe of 15 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 the same in PWD chowky or as directed excetra complete.Item / Page No : 21 / 276Additional 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. |
| 51 | Providing and laying, fixing polyvinyl chloride pipe of 25 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 the same in PWD chowky or as directed excetra complete.Item / Page No : 23 / 276Additional 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. |
| 52 | Providing, laying and fixing polyvinyl chloride pipe of 50 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 : 26 / 276Additional 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. |
| 53 | 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 / 277Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 54 | Providing and fixing chromium plated towel rod 16 milimetre diameter and 75 centimetre in length including all accessories complete. (For First Floor)Item / Page No : 31 / 277Specification No : As per Item No 34aSpec. Page No : ---Additional Specifications : As per Item No 34a |
| 55 | Providing and fixing half turn 25 milimetre diameter gun metal flushing cock including all accessories, excetra complete. (For Ground Floor)Item / Page No : 32 / 277Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 56 | Providing and fixing half turn 25 milimetre diameter gun metal flushing cock including all accessories, excetra complete. (For First Floor)Item / Page No : 32 / 277Specification No : As per Item No 35aSpec. Page No : ---Additional Specifications : As per Item No 35a |
| 57 | 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 / 277Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 58 | 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 First Floor)Item / Page No : 36 / 277Specification No : As per Item No 36aSpec. Page No : ---Additional Specifications : As per Item No 36a |
| 59 | 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 / 279Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 60 | 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 First Floor)Item / Page No : 52 / 279Specification No : As per Item No 37aSpec. Page No : ---Additional Specifications : As per Item No 37a |
| 61 | 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 / 280Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 62 | 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 First Floor)Item / Page No : 53 / 280Specification No : As per Item No 38aSpec. Page No : ---Additional Specifications : As per Item No 38a |
| 63 | 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 / 280Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge.2. The specified diametre of the pipe shall refer to the insidediametre of the pipe and fittings.3. Screw clips and fittings shall be of standard type to match the pipe. |
| 64 | 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 First Floor)Item / Page No : 55 / 280Specification No : As per Item No 39aSpec. Page No : ---Additional Specifications : As per Item No 39a |
| 65 | Providing and fixing 10 centimetre poly vinyl chloride nahani trap with grating, excetra complete. (For Ground Floor)Item / Page No : 67 / 281Specification No : Bd.V.32ASpec. Page No : 551Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 66 | Providing and fixing 10 centimetre poly vinyl chloride nahani trap with grating, excetra complete. (For First Floor)Item / Page No : 67 / 281Specification No : As per Item No 40aSpec. Page No : ---Additional Specifications : As per Item No 40a |
| 67 | Providing and fixing chromium plated bib cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)Item / Page No : 83 / 283Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 68 | Providing and fixing chromium plated bib cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For First Floor)Item / Page No : 83 / 283Specification No : As per Item No 41aSpec. Page No : ---Additional Specifications : As per Item No 41a |
| 69 | 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 / 290Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 70 | 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 First Floor)Item / Page No : 25 / 290Specification No : As per Item No 42aSpec. Page No : ---Additional Specifications : As per Item No 42a |
| 71 | Providing and injecting epoxy grout including structuring of crack in the body of slab, girder by sand blasting, fixing inlet tube arragnements including cost of materials, machinery required for the work, labour charges, excetra complete.Item / Page No : 1 / 125Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 72 | Waterproofing Treatment to new terrace by using Polymeric Cementitious Membrane as approved by Engineer in charge, followed by 112 milimetre thick brick bat coba covered with 20 milimetre mortar finish. If there are cracks on the bare slab, open the crack in V Groove and fill it with ready to use repair polymer modified mortar based on special cements, aldehyde based polymers with thixotropy modifying agents. If there are lots of honeycombs and identified bad patches of concrete the same should be grouted as per the instructions of site incharge. (The grouting shall be paid separately). Clean the entire surface thoroughly and over this prepared surface, apply three coats of polymeric Cementitious waterproofing coating having a non- toxic, 2-(methoxycarbonyl)-1-propene-Butyl-2 propenoate (MPBP) based polymeric waterproofing solution as approved by Engineer in-charge. Provide and lay 112 milimetre average thicknes of brick bat coba in cement mortar 1:5 over 12mm thick centimetre 1:3 bedding with one pouch of 330 grams of thorough blend of special cements, aldehyde based polymers, shrinkage compensating agents as approved by Engineer in charge per 50Kilogrambag of cement and finishing with 20 milimetre thick cement plaster in cement mortar 1:3 by mixing one 330 grams pouch of above admixture per 50Kilogrambag of cement, including all lead, liftsand laid to proper slope to drain off water entirely preparing bell mouth including watta,Item / Page No : 12 / 423Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 73 | 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 / 157Specification No : Bd.A.11Spec. Page No : 263-264 |
| 74 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm,3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class B (Type IV High intensity micro-prismatic grade sheeting- HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.Item / Page No : 84 / 510Specification No : MoRTH-801Spec. Page No : --- |
| 75 | 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 / 225Additional 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. |
| 76 | 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 First Floor)Item / Page No : 23 / 225Specification No : As per Item No 47aSpec. Page No : ---Additional Specifications : As per Item No 47a |
| 77 | Providing and applying two coats Apex Ultima Puranature Anti- Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, excetra) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist.Item / Page No : 79 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 78 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)Item / Page No : 3 / 0Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5.2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work.3. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 79 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.Item / Page No : 4 / 0Additional Specifications : 1. The amount of the laboratory testing charges will be paid to the contractor after submission of the original receipt from the Office of the Vigilance and Quality Control withname of work mensioned on the original receipt within the stipulated period of work.2. The frequency of tests will be as per the instructions of Vigilance and Quality Control, Pune; vide their letter No. Prasha/2647/ 2010 dated 30/10/2010.3. No extra claim shall be entertained on account of additional tests required and material transportation charges for tests.4. In addition to above, the conditions under clause 25 - Samples and Testing of Material, under \"Additional General Conditions and Specifications\" of this tender document shall be applicable.5. Above / below percentage quoted by the contractor will not be applicable for this item.Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness Test for Cement1 Test per 50.00 Metric Ton |
| 80 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand1 Test per Source |
| 81 | Compressive Strength of Cement Concrete Cube1 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 |
| 82 | Sieve Analysis Test for Metal below 40 milimetre1 Test per 200.00 Cubic Metre |
| 83 | Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre1 Test per Source |
| 84 | Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks1 Test per 50000.00 Number |
| 85 | Compressive Strength of Cement Mortar1 Test per Day |
| 86 | Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand1 Test per Source |
| 87 | Water Absorption, Modulus of Rupture Test for Ceramic / Vitrified Tiles1 Test per 2000.00 Number |
| 88 | Thickness, Mass per Running Metre of Aluminium Section1 Test per Square Metre |
| 89 | Density, Moisture Content for Wood1 Test per Cubic Metre |
| 90 | Liquid Limit & Plastic Limit for Plinth Filling1 Test per 1000.00 Cubic Metre |
| 91 | 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 |
| 92 | 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 |
| 93 | Providing and laying cast in situ / Ready Mix cement conrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including steel centering, formwork, cover blocks,aying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller 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 : 31 / 179Specification No : Bd.F.5,B-7Spec. Page No : 300,38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work.2. Cement from the same stock sent for mix design shall be used for concreting work.3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor.4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design.5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor.6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 94 | Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller 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 : 50 / 181Specification No : Bd.F.6,B-7Spec. Page No : 300-301,38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work.2. Cement from the same stock sent for mix design shall be used for concreting work.3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor.4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design.5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor.6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 95 | 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 First Floor) (using ARTIFICIAL SAND).Item / Page No : 70 / 182Specification No : Bd.F.8,B-7Spec. Page No : 302-303,38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work.2. Cement from the same stock sent for mix design shall be used for concreting work.3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor.4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design.5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor.6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 96 | 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 First Floor) (using ARTIFICIAL SAND).Item / Page No : 5 / 184Specification No : BDF-9,B-7Spec. Page No : 303-304,38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work.2. Cement from the same stock sent for mix design shall be used for concreting work.3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor.4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design.5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor.6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 97 | 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 First Floor)Item / Page No : 33 / 188Specification No : Bd.F.17Spec. Page No : 306Additional Specifications : 1. Asper Indian Standard 1786 / 1985 with latest amendments.2. Various diametre of TMT-FE 500 bars brought on site for the workshall be got tested category wise and lot wise as directed by the Engineer in-charge and minimum 50% of testing should be done in departmental laboratory.3. Steel to be used must be procured from authorised agent of main producers. |
| 98 | 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, without flushing cistern with flush cock and with water jet and necessary 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 First Floor)Item / Page No : 20 / 289Additional 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. |
| 99 | 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 First Floor)Item / Page No : 81 / 282Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
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