Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Aug 2024
Closing Date13 Aug 2024
Tender Amount₹ 86,47,089
Costs
EMD
₹ 86,500Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SATAR_1064989_3Bid Award Id
ViewTender No
Works/South/L-2/07/2024Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
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 without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, 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.
12.31
83866
6812.85
Providing and laying in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
Item / Page No : 11 / 178
Specification No : Bd.F.3, B-7
Spec. Page No : 298, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
8.1
66405
8198.25
Providing and laying cast in situ / Ready Mix cement conrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including steel centering, formwork, cover blocks,aying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 31 / 179
Specification No : Bd.F.5, B-7
Spec. Page No : 300, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
4.33
67310
15545.15
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 50 / 181
Specification No : Bd.F.6, B-7
Spec. Page No : 300-301, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
3.13
43443
13879.75
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks,laying / pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 70 / 182
Specification No : Bd.F.8, B-7
Spec. Page No : 302-303, 38-40
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
3.17
49797
15709.05
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 without 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.
0.11
1728
15709.05
Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. (For Ground Floor)
Item / Page No : 33 / 188
Specification No : Bd.F.17
Spec. Page No : 306
Additional Specifications : 1. As per Indian Standard 1786 / 1985 with latest amendments. 2. Various diametre of TMT-FE 500 bars brought on site for the work shall be got tested category wise and lot wise as directed by the Engineer in-charge and minimum 50% of testing should be done in departmental laboratory. 3. Steel to be used must be procured from authorised agent of main producers.
1.22
121064
98908.65
Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete.
Item / Page No : 36 / 157
Specification No : Bd.A.10
Spec. Page No : 262-263
13.69
1807
132
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
0.61
525
862.2
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.
4.47
40317
9019.55
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.
94.85
880440
9282.45
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.
14.53
70224
4833.1
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.
14.62
49516
3386.9
Providing and fixing mild steel grill work for windows, ventilator, excetra 20 kilogram per square metre as per drawings including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor)
Item / Page No : 1 / 264
Specification No : Bd.U.1
Spec. Page No : 537
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The grill design shall be got approved from the Engineer in-charge before use.
3.87
8946
2311.8
Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of three tracks with rectangular pipe having overall dimentsions 95 milimetre X 38 milimetre X 0.90 milimetre at weight 0.637 kilogram per running metre and window frame bottom track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 1.070 kilogram per running metre. Top and side track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.933 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts excetra complete. - With powder coating without box. (For Ground Floor)
Item / Page No : 44 / 254
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
3.6
19673
5464.8
Providing internal cement plaster 12 milimetre thick in a single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 4 / 209
Specification No : Bd.L.2
Spec. Page No : 368
Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
40.43
12551
310.45
Providing and applying plaster with plaster of paris in 6 milimetre thickness to previously plastered surface in all positions including preparing the surface, scaffolding, excetra complete. (For Ground Floor)
Item / Page No : 27 / 210
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
17.31
2741
158.4
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.
40.81
17456
427.75
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 / 255
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
24.26
174739
7202.8
Providing and fixing white glazed earthenware wash hand basin of 55 centimetre X 40 centimetre size including cold water piller tap / cold and hot water piller tap brackts, rubber plugs and brass chain, stop tap and necessary pipe connections including polyvinyl chloride waste pipe and trap upto the outside face of the wall.Making good the damaged surface,testing excetra complete. (For Ground Floor)
Item / Page No : 63 / 272
Specification No : Bd.V.30
Spec. Page No : 565
11
67747
6158.9
Providing and fixing European type white glazed earthenware water closet pan with unplasticized poly vinyl chloride seat and lid with chromium plated brass hinges and rubber buffers including unplasticized poly vinyl chloride vent pipe up to the outside face of wall, 10 litre enameled low level flushing cistern with fittings, pipe, stop tap, brackets for fixing cistern, 32 milimetre diameter unplasticized poly vinyl chloride flush pipe with fittings and clamps, 20 milimetre diameter unplasticized poly vinyl chloride overflow pipe, mosquito proof couplings, galvanised iron chain and pulley, with water jet and fitting including cutting and making good to the walls and floors, testing, excetra complete.(prior approval of sample and brand by Ex. Engineer is necessary before use) (For Ground Floor)
Item / Page No : 19 / 289
Additional Specifications : 1. Prior approval of sample and brand by Executive Engineer is necessary before use. 2. The work shall be carried out as per instructions of Engineer in charge.
1
12755
12755.6
Providing and fixing 10 centimetre poly vinyl chloride nahani trap with grating, excetra complete. (For Ground Floor)
Item / Page No : 67 / 281
Specification No : Bd.V.32A
Spec. Page No : 551
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
7
4150
592.9
Providing and laying matt finish ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian Standard 15622 : 2006 (Group DII-A) and 7 milimetre to 8 milimetre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white / colour cement slurry, cleaning, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 24 / 215
Specification No : Bd.M.12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
44.52
59298
1331.95
Providing and laying ceramic tiles of having sizes 30 centimetre X 60 centimetre and confirming to corrosponding Indian Standard for dado and skirting in required position with ready made adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white / colour cement slurry, cleanding, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 27 / 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.
212.77
332548
1562.95
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.
31.59
56601
1791.75
Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 41 / 217
Specification No : Bd.M.12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
433.3
610498
1408.95
Providing and applying interior wall finish luster of approved make on internal wall surface as detailed below scrapping the surface with emery paper and wipe clean wall primer with brush with mineral turpentine with brush 8 to 10 percent and oil 15 to 20 percent with roller and allowing to dry for a period 6 to 8 hours. wall putty with appropriate proportion of water allowing to dry for period 4 to 6 hours. Scrapping with emery paper 180 and wipe clean. Applying wall primer with brush with mineral turpentine 8 to 10 percent and oil 15 to 20 percent with roller. Scrapping emery paper 320 and wipe clean, interior wall finish luster first coat with brush/ rubber/ spray with mineral turpentine 7 to 9 percent and Oil with roller 19 to 21 percent. After 8 hours of activity, applying second coat or wall finish Lustre with mineral turpentine 7 to 9 percent with brush and Oil with roller 19 to 21 percent after allowing dry for the period of 6 to 8 hours activity. (With prior approval of S.E.) (For Ground Floor)
Item / Page No : 20 / 228
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
47.57
12453
261.8
Providing and constructing brick masonry inspection chamber 60 centimetre X 45 centimetre with reinforced cement concrete raft in black cotton soil area including cost of reinforcement, 1:2:4 cement concrete channels half round glazed stoneware pipes, brick masonry, plastering from inside and airtight 75 milimetre thick reinforced cement concrete cover,medium duty 100 kilogram excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 16 / 275
Specification No : Bd.V-43
Spec. Page No : 574
Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.
5
58436
11687.3
Providing and fixing heavy duty inter locking concrete coloured paving blocks of 80 milimetre thickness of having a strength of 300 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning, excetra complete.
Item / Page No : 52 / 218
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.
825
1087473
1318.15
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 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge
Item / Page No : 36 / 60
Specification No : MoRTH-801
Spec. Page No : ---
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
1
10959
10959.3
Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table survey with the help of 24" Alidade. The dolomite area measurement of the plot and structures, trees, over head line and under ground service amenities within the area, with triagular method and giving detailes of the structures, such as total area, type of building and distance from all corners, taking trial pit 0.5 metre X 0.5 metre X 2.00 metre 2 numbers per acre and collection of record from city survey / D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three amonia prints. The contour levels shall be marked at 0.5. metre intervals. - up to 1 Acre.
Item / Page No : 22 / 15
Additional Specifications : The Work shall be carried out as per the instructions of Engineer In-Charg.
1
9983
9983.6
Removing doors and windows with frames and stacking the materials as directed with all leads, lifts excetra complete.
Item / Page No : 15 / 296
Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.
5
858
171.6
Removing ventilators and small windows with frame and stacking the materials with all leads lifts excetra complete.
Item / Page No : 16 / 296
Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.
5
726
145.2
Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts excetra complete.
Item / Page No : 19 / 297
Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.
510.98
25293
49.5
Removing urinal pans or wash hand basin with frame including disconnecting the sanitary and water supply connections. removing the same carefully and stacking the serviceable materials as and where directed including throwing the unserviceable materials out side excetra complete.
Item / Page No : 40 / 298
Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.
5
528
105.6
Removing water closet pan including disconnecting the sanitary and water supply connections, removing and breaking flooring and bed concrete around pan removing the same carefully and stacking the serviceable materials as and where directed including throwing the unserviceable materials out side excetra complete.carefully and throwing out the refusal outside excetra complete.
Item / Page No : 41 / 298
Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.
7
1593
227.7
Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts excetra complete.
Item / Page No : 9 / 296
Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.
7.8
2874
368.5
Providing and fixing chicken mesh of 22 gauge, with about 30 centimetre width at the junction of reinforced cement concrete members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete / burnt brick masonry and or tying by binding wire, excetra complete. (For Ground Floor)
Item / Page No : 26 / 210
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
60
3762
62.7
Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:5 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 : 6 / 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.
474.24
199038
419.7
Providing and applying two coats of wall care putty on plastered surface and ceiling and walls to prepare surface even and smooth approved make excetra complete. (For Ground Floor)
Item / Page No : 34 / 212
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
30
2970
99
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 skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 43 / 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.
10
18742
1874.25
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.
20
26529
1326.45
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.
6
26613
4435.6
Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 milimetre X 450 milimetre size as per detailed drawing including vertical both side polished kadappah stone 25 milimetre to 30 milimetre thick supports with kadappah top 35 milimetre to 40 milimetre thick and polished granite 16 to 20 milimetre top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 centimetre height and top granite of 75 centimetre X 40 centimetre including cutting, opening for sink of required size in kadappah as well as granite excetra complete.(Platform top size 5.00 metre X 0.60 metre and height is 0.75 metre) (For Ground Floor)
Item / Page No : 78 / 273
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
6.86
74154
10809.7
Providing and fixing black Kadappa stone as shelves 25 milimetre thick machine polished, extending the polish upto 20 centimetre width on lower side, rounding corners, laying in position, jointing with cement mortar bedding in cement mortar 1:4 proportion, curing, excetra complete. (For Ground Floor)
Item / Page No : 23 / 215
Specification No : Bd.M.29
Spec. Page No : 391
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of shelves should be chafered or rounded as directed.
55.48
74515
1343.1
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.
2
8815
4407.7
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
4
44853
11213.4
Providing and fixing white european type wall-hung pan, of size 350 milimetre X 355 milimetre X 570 milimetre concealed flush tank with floor mounting frame installing kit and drain pipe connection set for wall hung W.C., with approved make square control plates including soil pipe, vent pipe upto the outside face of wall, 100 milimetre diameter cast iron plug bend inlet pipe all fittings,cutting and making good walls, floors, excetra complete. (For Ground Floor)
Item / Page No : 41 / 316
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
5
167458
33491.7
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
2
9180
4590.3
Providing and fixing factory made solid core flush door shutters in double leaves 35 milimetre thick, decorative types, of exterior grade, as per detailed drawings, conforming to Indian Standard : 2202 - 1962 (Revised) including approved face veneers on both sides, without glazing and venetians including mat finish stainless steel fixtures and fastenings, stoppers and finishing with french polishing, excetra (excluding door frame). Commercial hard wood shutter. (For Ground Floor)
Item / Page No : 61 / 368
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. Sample to be got approved from Executive Engineer before use.
8.4
28644
3410
Providing and fixing mild steel grill door 24 kilogram per square metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and three coats of oil painting, excetra complete. (For Ground Floor)
Item / Page No : 31 / 250
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.
9.12
32684
3583.8
Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of three tracks with rectangular pipe having overall dimentsions 95 milimetre X 38 milimetre X 0.90 milimetre at weight 0.637 kilogram per running metre and window frame bottom track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 1.070 kilogram per running metre. Top and side track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.933 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts excetra complete. - With powder coating with box. (For Ground Floor)
Item / Page No : 43 / 254
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
10
59037
5903.7
Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 milimetre X 38 milimetre X 1.22 milimetre box type, 5 milimetre thick sheet glass louvers of approved quality, excetra complete. (For Ground Floor)
Item / Page No : 68 / 259
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
5
19068
3813.7
Providng and fixing in position anodised extruded aluminum partitions, partly glazed and partly laminated having frame made out of extruded tubular section of size 40 milimetre X 60 milimetre with 12 milimetre thick three layered flat pressed teak wood particle board bonded with boiling water proof type exterior grade phenol formaldehyde synthetic resin conforming to Indian Standard : 12823-1990, laminated on both sides, Novateak or equivalent and 5 milimetre thick selected quality plain / float glass panels fixed with aluminum glass clips 12 milimetre X 12 milimetre and rubber cushioning beading to glass partitions as per approved drawing, excetra compete. (For Ground Floor)
Item / Page No : 72 / 260
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
9.05
40277
4450.6
Providing and fixing in position, single shuttered aluminium extruded powder coated openable door of overall size 0.90 metre X 2.40 metre with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre X 3.00 milimetre thick top rails 47.62 X 44.45 milimetre X 3.00 milimetre thick, vertical style 47.62 X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels, excetra, Indian Standards Institute mark, with bijagiri having heavy duty concealed lock, necessary beading, glazing clips, polyvinyl chloride gaskets, 250 milimetre length tower bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipment, excetra complete. (For Ground Floor)
Item / Page No : 65 / 259
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
12.6
130103
10325.7
Providing and fixing of Executive table of size 2250 milimetre long X 2100 milimetre depth X 750 milimetre height, top and gable end to be made of membrane finish with soft water fall edges and curved panel and decorated anodized section modesty panel to be made of 18 milimetre thick prelaminated particle board with polyvinyl chloride edge band, including credestal of size 1200 milimetre long X 450 milimetre depth X 650 milimetre height, to be made out of membrane finish (2 openable shutters and 3 drawers pedestal in between) as per drawing.
Item / Page No : 24 / 355
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
93797
46898.5
Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80 milimetre thickness of having a strength of 400 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning, excetra complete.(using 100 percent crushed sand)
Item / Page No : 54 / 219
Specification No : Bd.M
Spec. Page No : ---
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.
68.15
107448
1576.65
Providing and fixing 100 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps, excetra complete. (For Ground Floor)
Item / Page No : 52 / 279
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
50
43340
866.8
Providing and fixing 75 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps excetra complete. (For Ground Floor)
Item / Page No : 51 / 279
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
50
33385
667.7
Providing and laying in trenches 25 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete.
Item / Page No : 63 / 281
Specification No : Bd.V.5
Spec. Page No : 551
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.
150
69795
465.3
Providing and laying in trenches 15 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete.
Item / Page No : 61 / 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.
147.09
44171
300.3
Providing and fixing reinforced cement concrete cover of size 60 centimetre X 45 centimetre with frame over inspection chamber, excetra complete. - heavy duty (160 kilogramme)
Item / Page No : 70 / 281
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
5
29348
5869.6
Providing and fixing stainless steel sink 600 milimetre X 510 milimetre X 200 milimetre of approved make including coupling, outlet pipe, elbo and other necessary fitting, finishing excetra complete. (For Ground Floor)
Item / Page No : 78 / 282
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
2
43780
21890
Providing and fixing chromium plated pillar cock long neck with aerator of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)
Item / Page No : 82 / 282
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
10
17875
1787.5
Providing and fixing chromium plated sink cock with raised J shaped swinging casted spout of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)
Item / Page No : 84 / 283
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
2
4719
2359.5
Providing and fixing chromium plated bib cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)
Item / Page No : 83 / 283
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
19
23157
1218.8
Providing and fixing chromium plated towel rod 16 milimetre diameter and 75 centimetre in length including all accessories complete. (For Ground Floor)
Item / Page No : 31 / 277
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
10
3289
328.9
Providing and fixing 450 milimetre X 550 milimetre size superior type belgium mirror with 16 milimetre diameter nickel plated towel rod, excetra complete. (For Ground Floor)
Item / Page No : 20 / 276
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
10
9471
947.1
Providing and fixing table of size 1500 milimetre X 600 milimetre X 750 milimetre Top made from 25 milimetre prelaminated particle board. All edges are covered by 2 milimetre thick polyvinyl chloride edge bands glued by hot melt glue applied by auto edge banding machine. Legs C Shape made from cold rolled close annealed sheet with powder coat finish. Modesty panel made from 18 milimetre both side prelaminated particle boards. All edges are covered by 0.8 milimetre polyvinyl chloride edge bands glued by hot melt glue applied by auto edge banding machine. Keyboard tray (without mouse tray) metal powder coated - black colour, central processing unit Trolley metal powder coated - black colour, 3 drawer pedestal unit having overall size 392 milimetre long X 450 milimetre depth X 680 milimetre height with central lock and key. Drawers and body are complete metal with powder coat finish, facia in 18 milimetre prelaminated particle board.
Item / Page No : 26 / 356
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
4
74329
18582.3
Providing and fixing full height openable steel storage of size 750 milimetre X 450 milimetre X 2100 milimetre height with 2 adjustable shelves. Complete body and shutter made in 0.8 milimetre thick and top in 2 milimetre thick cold rolled close annealed sheet, 4 shutter to be mounted with the help of cup hinges, and 4 adjustable levelers. Enitre storage in powder coated finish with 60 microns to 80 microns, with 25 milimetre thick additional top on top of storage as as per drawing.
Item / Page No : 37 / 359
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
6
124905
20817.5
Providing and arrangemnt of high back chair, synchronized mechanism with multiple locking, adjustable armrest, gaslift for seat height adjustment, standard 5-prong P/Nylon base with leatherite upholstery.
Item / Page No : 40 / 359
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
10
191081
19108.1
Providing and arrangemnt of mid back chair, normal synchronized mechanism, fixed armrest, gaslift for seat height adjustment, standard 5-prong nylon base with leather upholstery.
Item / Page No : 42 / 359
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
10
105193
10519.3
Providing and fixing 3 seater public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.
Item / Page No : 44 / 359
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
10
198616
19861.6
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.
665.64
158156
237.6
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 / 346
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
396.85
162391
409.2
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Manual Means
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.
2.03
533
262.9
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 Means
Item / Page No : 5 / 153
Specification No : Bd.A.2
Spec. Page No : 259
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
2.03
815
401.5
Providing and laying antiskid ceramic tiles of approved quality of size 30 centimetre X 30 centimetre and confirming to Indian Standard 15622:2006 (Group BIIa) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 67 / 220
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.
7.5
10138
1351.75
Providing and fixing 900 milimetre high, stainless steel 304 grade stainless steel railing with 40 milimetre diameter and 1.5 milimetre thick at top, 40 milimetre diameter and 1.5 milimetre thick verticle supports spaced at 1.5 metre center to center and 8 milimetre thick toughened glass including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For Ground Floor)
Item / Page No : 7 / 264
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
10
51744
5174.4
Providing and fixing machine cut machine polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on a bed of 1:4 cement mortar including float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 35 / 216
Specification No : Bd.M.22 B
Spec. Page No : 390
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of step should be chafered or rounded as directed. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
5.55
25520
4598.3
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
5.98
786550
131640.25
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.
462.64
596944
1290.3
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). - 301 milimetre to 600 milimetre girth (surface width) (For Ground Floor)
Item / Page No : 35 / 237
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
38
31391
826.1
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 / 220
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.
6.86
5767
840.8
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 2nd Floor)
Item / Page No : 54 / 280
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
3000
36900
12.3
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-150 for the catchment up to 150 square metre system size 90 milimetre diameter inlet, 75 milimetre diameter clean water outlet, 90 milimetre diameter drain outlet (filterain, tee, door bend, valve 63 milimetre)
Item / Page No : 228b / 410
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
10720
10720.6
Providing and errecting 'Y' type barbed wire fencing with seven rows of wire with 2.45 milimetre diameter galvanised iron pipe (Rezan / concentina wire 0.75 milimetre diametre) with hot dip and galvanised iron coated hooks as per drawing supported on mild steel angle 50 milimetre X 50 milimetre X 6 milimetre at 2.5 metre center to center including fixing and fastening with wire, painting mild steel angles with one coat of red lead primer and two coats of oil paint, excetra complete.
Item / Page No : 5 / 264
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
300
302895
1009.65
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 / 0
Additional 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.
826.31
178631
216.18
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 / 0
Additional 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 with name 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.Crushing Value / Compressive Strength, Water Absorption, Specific Gravity Test for Stone / Rubble
1 Test per Source
1
2120
2120
Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand
1 Test per Source
1
1450
1450
Compressive Strength of Cement Concrete Cube
1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre
1
725
725
Sieve Analysis Test for Metal below 40 milimetre
1 Test per 200.00 Cubic Metre
1
725
725
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre
1 Test per Source
1
2730
2730
Liquid Limit & Plastic Limit for Plinth Filling
1 Test per 1000.00 Cubic Metre
1
1230
1230
Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks
1 Test per 50000.00 Number
1
2285
2285
Compressive Strength of Cement Mortar
1 Test per Day
1
725
725
Compressive Strength, Water Absorption Test for Paving Blocks - 80 milimetre thick, 300 Kilogram per Square Centimetre Strength
1 Test per Square Metre
1
2620
2620
Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand
1 Test per Source
1
1452
1452
Evaluation Notes How It Works ?
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