Tender For Providing And Fixing Furniture Work And Ancillary Works In Primary Health Centre At Turkewadi Taluka Chandgad - Providing and fixing Office Table using 18 milimetre thick IS 303 grade boilingwater Resistantplywood for top frontvertcial, shutter,drawerfront keboard CPU Standand footrest, 12 milimetre thick IS 303 make boiling water resistnat Boiling water resistant plywoodfor drawer side and 6 milimetre thick IS 303 marked boiling water resistant plywood for drawer bottom.All exposed edges of plywood to be covered with teak wood lipping finished with melamine polishingwith french polish.all external visible faces to be finishedwith 1 milimetre thick laminate and Internal Visible faces to be finished with 0.80 milimetre thick Liner laminate . One number drawer Cupboard, Keyboard and CPU Standin plywood is to be providedto each table, including all necessary fixtures like 100 mm S.S. handles lock telescopicchannel,.magnet 75 mm L Hinges, and all necessary hardware and adhesive 8 Milimetre thick plane glass with diamond polish at edges etc complete all as per detail drawing and design as per detail drawing and design including ( Before execution sample should be got approved from Enhgineer in charge)Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 2 Providing and fixing Side storage Unit made of 18 mm thick boiling water Resistantplywood IS 303 grade of approvedmake for bottom, top vertical,s shelves and shutters and 12 mm thick boiling water Resistantplywood IS 303 grade of approved makefor back side 19 mm x 10 milimetre teak wood leaping for all exposed faces of plywood withmelamine polish withfrench polishexternal faces of plywood to be finished with 1 mm thick laminateand internal faces of plywood is finished with 0.80 mm thick liner laminate. All necessary hardware like 75 mm long. L hinges,100 mm stainless steel finish handles, lokcl, magnet 100 mm ss tower bolt etc are included in the ite,. 0.45 deep as per detail drawing and design as per detail drawing and design including ( before execution sample shoull by got approved from Engineeer in charge)Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 3 Providing and fixing large Height file storage cupboard made from 18 mm thick boiling water Resistantplywood IS 303 grade of approvedmake for bottom, top vertical,s shelves and shutters and 12 mm thick boiling water Resistantplywood IS 303 grade of approved makefor back side 19 mm x 10 milimetre teak wood leaping for all exposed faces of plywood withmelamine polish withfrench polishexternal faces of plywood to be finished with 1 mm thick laminateand internal faces of plywood is finished with 0.80 mm thick liner laminate. All necessary hardware like 75 mm long. L hinges,100 mm stainless steel finish handles, locks magnet 100 mm ss tower bolt etc are included in the item,. 0.45 deep as per detail drawing and design as per detail drawing and design including ( before execution sample shoull by got approved from Engineeer in charge)Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 4 Providing and fixing Officer Table using 18 milimetre thick IS 303 grade boilingwater Resistantplywood for top frontvertcial, shutter,drawerfront keboard CPU Standand footrest, 12 milimetre thick IS 303 make boiling water resistnat Boiling water resistant plywoodfor drawer side and 6 milimetre thick IS 303 marked boiling water resistant plywood for drawer bottom.All exposed edges of plywood to be covered with teak wood lipping finished with melamine polishingwith french polish.all external visible faces to be finishedwith 1 milimetre thick laminate and Internal Visible faces to be finished with 0.80 milimetre thick Liner laminate . One number drawer Cupboard, Keyboard and CPU Standin plywood is to be providedto each table, including all necessary fixtures like 100 mm S.S. handles lock telescopicchannel,.magnet 75 mm L Hinges, and all necessary hardware and adhesive 8 Milimetre thick plane glass with diamond polish at edges etc complete all as per detail drawing and design as per detail drawing and design including ( Before execution sample should be got approved from Enhgineer in charge)Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 5 Providing and fixing Meeting Table of approved length made from 18 mm thick IS Marked 303 grade boiling water Resistant plywood for top and Vertical boxes20 milimetre wide length wise one NO and width wise three Nos with teak wood lipping on exposed edges of plywood finished with melamine polish with french polish Top finished with 1 milimetre thicklaminate and Internal surrface to be finished with 0.80 milimetre thick liner laminate as per detail drawing and designincluding ( before execution sample shoule be got approvedfrom Enginer in charge)Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 6 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 / 359Additional Specifications : The work shall be done as per instructions of Engineer in charge. 7 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 / 359Additional Specifications : The work shall be done as per instructions of Engineer in charge. 8 Providing and arrangemnt of mid back chair, ECO CTS mechanism, fixed armrest, gaslift for seat height adjustment, standard 5-prong P/Nylon base with fabric upholstery.Item / Page No : 43 / 359Additional Specifications : The work shall be done as per instructions of Engineer in charge. 9 Providing and Fixing M.S. Powder coated chairs frae of Capsule Pipe and seat and back made of powder coated Perforation sheet etccomplte ( Before execution sample shouled by got approed from Engineer in charge)Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 10 Providing and fixing machine cut mirror polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone partition with rounding / moulding the edegs, excetra complete. - Both side polish (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 36 / 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. The edge of partition should be rounded as directed.4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 11 Providing and fixing of Soft Fibre Acoustical Suspended Ceiling System with Optra (Bevelled Tegular) Edge Tiles With 15 milimetre Exposed Grid. The tiles should have Humidity Resistance (RH) of 95 percent, NRC 0.9 - 1.0, Light Reflectance .85 percent, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 X 600 X 15mm , suitable for Green Building application, with Recycled content of 66 percent GW and 74 percent RW. The tile shall be laid on precoated G.I channel 32 with 15 milimetre wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 milimetre and 600 milimetre Cross Tees with a web height of 32 milimetre and a load carrying capacity of 7 Kgs/M2 with a minimum pull out strength of 100 kgs. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system The Tile and Grid system used together should carry a 10 year warranty. products approved as per GRIHA and BS 476, excetra complete.Item / Page No : 47 / 242Additional Specifications : The work shall be done as per instructions of Engineer in charge. 12 Providing and fixing single bed of size 2025 milimetre long X 1000 milimetre wide X 650 milimetre deep with matress and pillow. Understructure - The legs are made of square tube of size 25 milimetre X 25 milimetre made out of mild steel sheet with a thickness of 1.2 milimetre. The legs should have corner brackets welded to it at two levels. The corner brackets are made of 2 milimetre thick cold rolled close annealed sheet having a L shaped structure to join the side panels and headboard to the leg. Three numbers of horizontal stiffeners are provided at equal intervals. The stiffeners are made of square tube of size 25 milimetre X 25 milimetre made out of mild steel sheet with a thickness of 1.2 milimetre. The middle horizontal stiffener has a leg attached to it to transfer the load to the ground and add to the strength and stability of the complete structure. This leg is also made of Square tube of size 25 milimetre X 25 milimetre made out of mild steel sheet with a thickness of 1.2 milimetre. All metal components to undergo 7 tank treatment process and should be powder coated to the thickness of minimum 50 microns DFT. Side panel - The side panels are made up of 18 milimetre thick prelam particle board with both side decorative laminate. All exposed edges are sealed with 2 milimetre thick polyvinyl chloride edge banding. The overall width of the side panel is 150 milimetre. The side panels have 18 milimetre thick prelam particle board baton running for required length to add rigidity to the structure. Head board - The head board is made up of 18 milimetre thick prelam particle board with both side decorative laminate. All exposed edges are sealed with 2 milimetre thick polyvinyl chloride edge banding. The head board size to be considered as 1000 milimetre X 650 milimetre. Foot board - The foot board is made up of 18 milimetre thick prelam particle board with both side decorative laminate. All exposed edges are sealed with 2 milimetre thick polyvinyl chloride edge banding. The foot board size to be considered as 1000 milimetre X 450 milimetre. Bed base - The bed base is made up of 12 milimetre thick prelam particle board with both side white laminate.Item / Page No : 55 / 366Additional Specifications : The work shall be done as per instructions of Engineer in charge. 13 Providing and fixing bed side table of size 400 milimetre long X 400 milimetre depth X 415 milimetre height. The bed side unit is made up of 18 milimetre thick prelam particle board with both side decorative laminate. All exposed edges are sealed with 2 milimetre thick polyvinyl chloride edge banding. The bed side table has one drawer and one shelf. The shelf is made of 18 milimetre thick prelam particle board with both side decorative laminate. All exposed edges are sealed with 2 milimetre thick polyvinyl chloride edge banding.Item / Page No : 58 / 367Additional Specifications : The work shall be done as per instructions of Engineer in charge. 14 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 2 / 153Specification No : Bd.A.1Spec. Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. 15 Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 6 / 153Specification No : Bd.A.2Spec. Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. 16 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 / 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. 17 Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete.Item / Page No : 40 / 157Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge. 18 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 / 157Specification No : Bd.A.10Spec. Page No : 262-263 19 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 20 Providing cast in situ / ready mix M-20 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) without Supervisory Control and Data Aquisition (using ARTIFICIAL SAND).Item / Page No : 29 / 83Specification No : CD.8Spec. Page No : 163-164Additional 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. 21 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 / 178Specification No : Bd.F.3,B-7Spec. Page No : 298,38-40Additional 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. 22 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 / 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. 23 Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap metal for reinforced cement concrete plinth beams as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, compacting, finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With natural sand/V.S.I. quality Artificial Sand (using ARTIFICIAL SAND).Item / Page No : 23A / 185Specification No : Bd.F.12,B-7Spec. Page No : 304-305,38-40Additional 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. 24 Providing and laying cast in situ / Ready Mix cement concrete in M-15 of trap / granite / quartzite / gneiss metal for coping to plinth or parapet moulded or chamfered as per drawing or as directed including steel centering, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra complete. (Wooden centering will not be allowed.) With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 16 / 177Specification No : Bd.E.3,Spec. Page No : 288-289Additional 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. 25 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 / 188Specification No : 5Bd.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. 26 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 / 197Specification No : Bd.G.5Spec. Page No : 315Additional 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 1:6.4. 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. 27 Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at one killogramme per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 11 / 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. 28 Providing and laying weep holes of 100 milimetre diameter asbestos cement / polyvinyl chloride pipes as per drawing for abutment, returns, return walls, excetra complete.Item / Page No : 37 / 132Specification No : MORTH 2705,2706Spec. Page No : ---Additional Specifications : The work shall be done as per instructions of Engineer in charge. 29 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means.Item / Page No : 11 / 23Specification No : MORTH-301Spec. Page No : 45-53Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge. 30 Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 60 milimetre metal, by breaking rubble obtained by blasting. (Hand broken).Item / Page No : 54A / 345Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge.2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. 31 Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 40 milimetre metal, by breaking rubble obtained by blasting. (Hand broken).Item / Page No : 55 / 345Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge.2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements. 32 Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Item / Page No : 29a / 25Specification No : MORTH-408Spec. Page No : 139-142 33 Supplying soft murum at the road site, including conveying and stacking, excetra complete.Item / Page No : 29b / 25Specification No : MORTH-408Spec. Page No : 139-142 34 Spreading 60 mm metal for road work including sectionong, excetra complete as directed by Engineer in charge.Item / Page No : 58A / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. 35 Spreading 80 milimetre / 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge.Item / Page No : 58 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. 36 Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 25Specification No : MORTH-408Spec. Page No : 139-142 37 Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 25Specification No : MORTH-408Spec. Page No : 139-142 38 Compacting the sub grade/gravel/oversize metal (200 milimetre loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.Item / Page No : 59 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. 39 Compacting the sub grade / gravel / size metal (100 milimetre loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.Item / Page No : 61 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. 40 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.Item / Page No : 31 / 25Specification No : MORTH-408Spec. Page No : 139-142 41 Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)Item / Page No : 35a / 31Specification No : IRC-SP-20Spec. Page No : 215 42 Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface)Item / Page No : 12 / 36Specification No : MORTH-501,510,511,902,903,112,MORTH-503Spec. Page No : 149-162,198-205,205-207,417-421,421-436,19-21,168-170Additional Specifications : 1. The work shall be carried out in day time and in dry wheather.2. The representative of contractor shall maintain a register giving details of challens for bitumen received and should get it signed from the representative incharge of the Department in token of its acceptance.3. For controlling trafic and maintening diversion during construction, no extra payment shall be made. 43 Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete.Item / Page No : 1 / 35Specification No : MORTH-511Spec. Page No : 149-162,205-207,198-205,417-421,19-21Additional Specifications : 1. The work shall be carried out in day time and in dry wheather.2. The representative of contractor shall maintain a register giving details of challens for bitumen received and should get it signed from the representative incharge of the Department in token of its acceptance.3. For controlling trafic and maintening diversion during construction, no extra payment shall be made. 44 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. 45 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 ChargeItem / Page No : 36 / 60Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. 46 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. 47 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.Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand1 Test per Source 48 Add 1 % for InsuranceNon-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 49 Add 18 % for GSTNon-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
