Bhabha Atomic Research Centre-BARC has published Tender For Finishing Works Of Under Construction Electrical Sub Station Including Civil, Public Health And Electrical Works At Rmp Township Of Yelwal Colony, Mysore.. Submission Date for this Tender is 22-04-2024. Electrical Maintenance Tenders in mysuru Karnataka. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | General Notes 1. The site of proposed work is at Yelwal, Mysuru, Karnataka and is approachable by bituminous road. 2. As it is a under construction work in which part of the work is completed and part of the work needs to be done under the scope of this tender, it is advised to visit site before bidding. 3. Minor work such as cleaning, hacking, scraping, cheaping, cutting of projected metal pices, removal of stucked shuttering pices, attending snag points etc. shall be done and no seperate payment shall be claimed in lieu of these minor works. 4. Extra depth of plastering or cheaping werever required to get an even surface shall be done and no seperate payment shall be claimed in lieu of this. 5. All the items of substructure includes the cost of dewatering wherever neccesary during the progress of work, till its completion without any extra cost to the Department. Tenderers are advised to visit the site of work to acquaint themselves about the level of subsoil watyer, drainage facility for dewatering, accessibility to the site etc. and quote the rates accordingly. Blasting or chemical blasting or other methodsare not permitted. 6.Security measures to be followed by the contractor: i) The contractor should submit police verification certifcate of all workers and staff deployed on regular basis and list of such workers and staff vetted by site Engineer should be submitted to RMP-BARC Security at RMP plant site along with necessary application to allow them to enter in premises to carry out the assigned work. ii) You shall follow all safety rules & security procedure that are in vogue and applicable during execution of work. You are requested to verify the character and antecedents of the labourers employed by you, through local address proof issued by competent authorities such as ration card, driving license, electricity bills, telephone bill, gas connection document etc. The nationality of contract labourers also needs due verification. 7. The contractor shall obtain necessary pass for labours engaged in this work after induction training from departmental safety section. 8. All the debris etc. shall be cleared from site and clearance for the same shall be obtained from safety section before claiming the final bill. 9. PPC/ Blended cement of recommended brand shall only be used for all masonry and finishing works unless otherwise specified. 10. Quoted rate shall hold good for plain/ curved/ any other geometric shapes & sizes of all structural/ RCC members including formworks, masonry, flooring, doors & windows, plastering, paintingetc. at all leads, levels, lifts and floors including scaffolding, bracing, multilevel staging etc., unless otherwise specified. Nothing extra shall be entertained towards wastages of materials, additional labours / tools & plants etc. to achieve the required shapes & sizes etc. |
| 2 | 11. The tenderer shall provide barricade consisting of MS angle / pipe posts, runners,bracing & corrugated GI sheet of approved colour for a height upto 3m to separatethe working area, maintaining the barricade in good condition including removing the same after completion of the work without any cost to Department. Prior written approval of Engineer in Chargeof the sketch / drawing showing details of barricading shall be obtained by the contractor . 12. Vehicular movement shall abide by the regulations imposed by the concerned authorities. The contractor shall abide by the security rules & regulations of the Department. The approach roads should be kept clean & free from obstruction for smooth functioning. 13. While transporting materials from site, and disposal of surplus materials, the spilled over materials / earth / debris etc. on the road should be got cleaned by the contractors after the day"s work is over. 14. The drawings issued for tender purpose are preliminary and indicative only. The working drawing shall be issued in phased manner at the time of execution. Nothing extra shall be entertained towards revision in drawings. 15. Electricity: Contractor has to make his own arrangements for power supply for construction purpose. 16. Water: Contractor has to make his own arrangement for water and quality of water subject to approval of engineer in charge. 17. Suitable area near site of workshall be allocated to the contractor for storing construction materials, site office etc. Optimum care shall be taken by the contractor to avoid disturbing the traffic and road around the building etc. 18. The schedule of quantities include contingent works forother services. Accordingly the contractor shall carry outall related works such as making cutouts, nitches, pipe sleeves, foundation pockets for foundation bolts, embedded platesetc. in concrete / brick works as and when required by Engineer in charge withoutany extra cost to the Department. 19. Wherever sand is mentioned, the same may be manufactued sand satisfying the requirements of Indian Standard Code (IS). 20. Civil items required for PH, Electrical, Fire Fighting Works etc shall be paid under relevent Civil Items. 21. The sizes of natural stones/ tiles mentioned for flooring, dado, skirting etc are approximateand subject to the availability in market during execution. If the required size is not available the next higher size of the tiles/stone shall be used without any extra cost to the Department. |
| 3 | Notes for PART I-B : SUPER-STRUCTURE (STRUCTURAL item no. 17 to 18): i) Super structure items included in this schedule pertains to all the works above plinth level upto roof including parapets, water tanks, machine room, terrace level works etc. unless specified otherwise. Notes for RCC Works a) All RCC works shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings, specifications and as directed by the Engineer in Charge. b) The water tank work shall be as per IS3370-2009 latest edition c)The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. d)All coarse aggregate to be 20mm maximum size and uniformly graded unless otherwise mentioned. e)For all RCC items, the rates quoted shall include the following without any extra cost to the Dept. i) Spacers to maintain clear cover for reinforcement. ii) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, fan hooks, other pipe specials etc.supplied by/ through the Department. iii)Cut out in slabs, construction joints etc. f)Test for concrete shall be done as per IS 456-2000 and the cost of the same shall be borne by the contractor |
| 4 | Notes for PART - I-C : FORM WORK (item no 19) : i) For double/ multi stage shuttering design calculations and details / drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of form work shall be obtained from Engineer in Charge, before commencement of work. ii) Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. iii)The rate of formwork shall include all type of structural / RCC elements and all geometric shapes including circular and any other curved surfaces at all level and floors including single/multiple staging etc. |
| 5 | Notes for PART - I-E : MASONRY WORK (item no 21 to 22) (a)The contractor shall get approved the samples of bricks from the Engineer-In- Charge before procurement on large scale and shall maintain the same for the entire work. (b)Necessary Openings/nitches/cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost. c) One brick wall thickness shall be considered as 230mm and half brick wall as 115 mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in CM 1:4 to proper line, level and plumb without any extra cost to the Department. d) The rate shall include cost of making the brick masonry to all geometrical shapes and sizes without any extra cost to the Department. |
| 6 | Notes for PART -I-F : FLOORING WORK (item no 23 to 28): a) The floor finish level shall be generally in level matching with the surrounding floor finish level & as per drawing. No extra payment shall be entertained for matching the floor differences. b) Adjustment of levels in thickness of mortar bedding due to different types of flooring, if any, shall be done by the contractor without any extra cost to the Department. c) The contractor shall submit and get approved the sample for flooring, skirting, dado tiles from Engineer in charge before bulk procurement. d) Pattern & design of flooring/ skirting/dado shall be approved by the Engineer in charge before commencement of work. e) Exposed edges of all natural stones used for the works like Kotah, Marble, Granite etc.shall be machine cut and shall have uniform thickness and mirror polished unless otherwise mentioned. f) The rate shall include cost of making the flooring to all geometrical shapes and sizes without any extra cost to the Department. g) All Kota stone work shall be mirror polished to get high gloss finish and the rate shall be inclusive of the same in the respective item. h) Wherever dissimilar floor finishes are placed adjacent 3mm thick x 25mm wide aluminium flat dividing strips shall be provided by the contractor without any additional cost to the Department. i)The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the reuired size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly. |
| 7 | Notes for PART I-G : DOORS AND WINDOWS (item no 29 to 33) : a)The items of door frames, window frames shall include sealing the joints all round with the brick work /concrete and doors or windows with approved mastic filler cement grout/ epoxy compound /polysulphide compound or by any other means whatsoever, by the contractor at his own cost as directed by the Engineer-in-Charge to make the joints watertight. b)The work contemplated under the item for supplying and fixing the window/door frames shall be got done by the contractor through specialised agencies in the field, approved by the Department. c)One sample each of the door frame, shutter and window with all fittings and fixtures along with locking arrangement including glass panes etc. complete as per schedule of quantities drawing and specifications should be submitted for preliminary inspection before procurement on large scale. The contractor shall submit six copies of shop drawings for windows, ventilators and steel door with frames showing dimensional details of construction etc. for approval of the Engineer-in-charge. After preliminary inspection, the sample should be fixed. Defects etc.if any shall be rectified to the full satisfaction of the Department and after obtaining formal approval in writing of Engineer in charge. d)Door frames, shutters and the windows to be supplied and fixed in position should cater the dimensional tolerance of the openings to an extent of (+/-) 2%. The rates quoted by the Tenderers should hold good for such variation. Test shall be conducted by the Department for the flush doors as per IS-2202-1983 Part-I from each consignment and the cost incurred on this account shall be borne by the contractor. e)For bonding the flush doors, block boards, ply wood and all types of wood works, phenol- formaldehyde synthetic resin type adhesives conforming to IS-848-1957 shall be used. f)The rate shall include cost of making the doors & windows etc. in all geometrical shapes and sizes without any extra cost to the Department. |
| 8 | Notes for PART : I-H : FITTING & FIXTURES (item no 34 to 35): i)One sample board consisting of each item of schedule of quantities with approved quality fittings & fixtures & necessary accessories including chromium plated brass screws, bolts, nuts, washers should be submitted for approval of Engineer-incharge. Large scale procurement shall be taken up only after approval of the Engineer-in-charge. After approval, the samples shall be kept in the office of the Engineer-in-charge to ascertain the approved quality for the entire work. ii)All fittings & fixtures shall conform to relevant IS code. |
| 9 | Notes for PART - I-I ~ WATERPROOFING TREATMENT (item no 36 to 37): a) The contractor shall get written approval from the Engineer in Charge, for the water proofing agency engaged and shall submit the specification of the waterproofing before commencement of work. b) The contractor shall test the surface where water proofing treatment is provided for bone dry condition by filling up with water. No wet patches or leaks shall appear on the surrounding wall or under side of the slab c) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section 10 (iii) of Conditions and Clauses of Contract - 2008 for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treated area in bone dry condition for 10 years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week"s time from the date of intimation about such leakages/defects. d) The Contractor shall keep the water tank filled with water after the water proofing work has been completed and shall clean it before handing over. At no time shall the water tank be kept empty. Testing for the bone dry condition for the water proofing work carried out shall again be done, before handing over the Building/flats, if found necessary by the Engineer in Charge. |
| 10 | Notes for PART I - J : PLASTERING WORK (item no 38 to 40): a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with "Thiyyas" or "Tapanis" and shall be got approved by the Engineer-in-charge. b) Whenever the electrical contractor/ agency has to fix up switch boxes in walls, necessary Thiyyas or "Dhadas" shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams. |
| 11 | Notes for PART : I-L ~ MISCELLANEOUS WORKS (item no 44 to 48) : One sample of each item should be submitted for preliminary inspection and approval before procurement /manufacturing on large scale. After the preliminary inspection and approval, the sample should be fixed at site or kept in the office of the Engineer-in-charge till completion of the work. |
| 12 | Notes for PART II :Public Health Engineering works (item no 49 to 75) : 1)Tenderers are advised to visit the site of work, acquaint themselves about the levels of sub soil water, drainage facility for dewatering, accessibility to site etc. and quote the rates accordingly. 2) All PH materials, water supply, sewer, sanitary wares & CP brass fittings & fixtures, etc., shall be of first quality with ISI mark ( unless otherwise specified ) and shall be of the make as per the latest approved list of manufacturers of DCSEMas well as shall be of make as per the latest approved list of materials oflocalStatutory body if required. They shall be got approved by the Engineer- in- charge before incorporating in the work. 3) All sanitaryware shall be provided from same brand. 4) All CP fittings / Fixturesshall be provided from same brand. 5)All the items of work which are to be carried out below the ground level involving earthwork excavation, the contractor shall bear the cost of Shoring / dewatering during the progress and till the completion of work. 6) The rate for the items such as sanitary wares, CP brass fittings, GI / CI / PE / PPR / CPVC / uPVC / SWR pipes which are to be fixed on the walls / dado,floors etc. includes the cost of fixing materials and matching colour cement required for reinstating the surface to the entire satisfaction of the EIC. 7) All the items include testing after completion of the Work. 8) In case of any item, in spite of its non - availability in the tender is required to be operated under a particular part of schedule of quantities, the same shall be paid under the similar / relevant item of any other part. 9) Concealed / underground GI pipe line is to be wrapped with Pypekote corrosion protection tape. 10) The excavated / transported materials shall be stacked at convenient places before spreading, filling & compacting at required locations. 11) Support pedestals at terrace will be paid under relevant civil item. 12) All thermoplastic piping at terrace after completion, testing and commisssioning of work shall be painted with water based distemper to avoid direct exposure to sunlight. No extra charges will be paid for the same. |
| 13 | NOTE FOR INSPECTION CHAMBER & MANHOLE i) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole / chamber to the outgoing invert of the main drain channel. ii) The internal diameter / sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces. iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Cover iii) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter. iv) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover. v) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber. |
| 14 | PART I : CIVIL WORKS (item no 1 to 48) PART I-A : SUB STRUCTURE (item no 1 to 16) Earth work excavation over areas by mechanical means (Hydraulic excavator) / manual means to required profile, level, grade, camber, including shoring wherever required dressing the sides, trimming, ramming and preparing the bed for foundation and refilling wherever required around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm. thick, watering, consolidation to obtain 90% proctor density etc. and stacking / disposing the surplus excavated materials within a lead of 300 m and all inherent lifts etc. to the required location etc complete all as per specification, drawing and as directed by the Engineer -In-Charge. |
| 15 | In all soil other than soft and hard rock |
| 16 | In soft rock |
| 17 | Earth work excavation in foundation pits, plinth / tie beams, pile cap, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm. thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 300 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 18 | Depth not exceeding 1.5 m from ground level |
| 19 | Depth exceeding 1.5 m & up to 3.0m from ground level |
| 20 | Earth work excavation in foundation pits, plinth/tie beams, pile cap, tank, trenches, pipe line, chamber etc.in soft rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm. thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 300m etc. complete as per specifications, drawings and as directed by the Engineer in-charge. |
| 21 | Depth not exceeding 1.5 m from ground level |
| 22 | Depth exceeding 1.5 m & up to 3 m from ground level |
| 23 | Cement concrete of specified grades at all locations & depths for the following works using graded stone aggregate of 20mm maximum size including necessary form work, machine mixing, transporting, placing in position consolidation, finishing, curing etc. complete as per specifications, drawings & as directed by the Engineer in charge. Nominal Reinforcement if provided shall be measured & paid under relevent item. |
| 24 | P C C 1:3:6 grade in bed concrete to pile caps, foundations, pedestal, encasing etc. |
| 25 | P C C M-15 grade in sub base flooring,foundation in pedestals, cable pits, cable trenches, plinth protection, encasing etc. Notes for Reinforced Cement Concrete i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge ii) PPC/blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. iv)The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. v) All coarse aggregate to be of 20mm. maximum size & uniformly graded unless otherwise mentioned. 6. For all RCC items, the rates quoted shall include the following without any extra cost to the Department. a)Spacers to maintain clear cover for reinforcement. b)Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by / through the dept. c) Making cutout whereever required including cutting the form works etc. d)Test for Concrete shall be done as per IS 456-2000. and the cost of the same shall be borne by the contractor. |
| 26 | Reinforced Cement Concrete of grade M-30 in foundation and plinth at all levels and locations conformining to I.S. 456-2000 and 13920 latest edition, using 20mm. maximum size down graded stone aggregate including machine mixing, conveying, placing in position, mechanical consolidation, finishing, curing etc. all complete as per specifications and drawings and as directed by the Engineer in charge, for the following. |
| 27 | For all type of Structural / RCCelements with all geometrical shape and sizes |
| 28 | Extra for providing RMC (Ready Mixed Concrete) confirming to IS : 4926(latest) in lieu of conventional RCC and PCC items supplied by approved RMC manufacturs for all type of structural elements/ RCC/ PCC elements including transporting, pumping etc. complete as per instruction of the Engineer in charge. i) The contractor shall obtain prior approval for RMC manufacturer from Engineer in Charge in writing. ii) The rate shall apply for all levels and locations including all type of structure etc. iii) Extra for RMC in lieu of conventional RCC and PCC of any grade mentioned elsewhere in shall be measured and paid under this item for substructure works. |
| 29 | Providing, erecting, fixing in positionstriking / removing and cleaning steel / timber shuttering & centering for form work in foundation plinth at all locations for all geometrical shapes in plain,curved surfaces of structural / RCC elements including chamfers, splays, keys, wedges, props, rails, bracings, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, where plastering to be done, including all materials, labour etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. i)Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. ii) The rate of formwork shall include all type of structural / RCC elements and geometric shapes including circular and any other curved surfaces. |
| 30 | Reinforcement for RCC work including supplying, delivering, storing of various diameters as required at site of work including loading, unloading, transporting, decoiling, straightening, cutting, bending, placing in position at all locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer in charge. |
| 31 | Thermo Mechanically Treated bars of gradeFe-500 D manufactured by SAIL, TATA STEEL and RINL only. The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment. |
| 32 | Brick masonry work in foundation and plinth,cable pits, trench, steps etc. using well burnt bricks from approved lot, of class designation 5.0 (classification as per IS 1077-1992 and min. average compression strength not less than 5.0 N/mm2) in C.M 1: 6 to correct line, level and plumb including raking out joints/simultaneous flush pointing with cement mortar 1:4, curing etc.complete as per specifications, drawings and as directed by Engineer in charge. i)One brick wall thickness shall be considered as 230 mm & lesser wall thickness if any shall be made up accordingly by the contractor by applying cement mortar of mix 1:4 in proper line, level & plumb without any extra cost to the department. ii) The rate shall include cost of making the brick masonry to all geometrical shapes and sizes without any extra cost to the Department. (iii)The contractor shall get approved the samples of bricks from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work iv) Necessary Openings/nitches/cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost. |
| 33 | Cement plaster of following thickness in single coat over concrete / masonry surfaces in CM 1:4 at all levels, finishing smooth with neat cement to correct line, level, plumb and curing etc. complete all as per specifications, drawings & as directed. |
| 34 | 12 mm thick on concrete surfacesincluding hacking. |
| 35 | Extra for providing ready mixed plaster (RMP) in lieu of conventional plaster of thickness mentioned below at all height and location in single / two coats as per specifications of like M/s. Ultratech Ltd. / M/s. Roofit/ or other approved equivalent including transporting, loading, unloading, mixing at site and apply as per manufacturer"s specification all complete locations complete as per instructions of Engineer-in-Charge. |
| 36 | 12mm thick in single coat for internal brick / concrete surface |
| 37 | Disposing off the all surplus excavatedmaterials by mechanical transport to the near by dumping pits/ dumping areas inside site upto lead of 3.0 km including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. Voids @ 20% for soils and 50% for soft rock/hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible. |
| 38 | Providing and laying dry rubble stone hard core soling of following consolidated thickness in sub base to floor and in plinth protection to required levels and lines with first quality rubble, hand set, well packed including filling the interstices with smaller stone chips of approved quality, supplying & finishing / blinding the surfaces with approved blinding quality murrum/ stone dust including watering, consolidation etc. complete as per specification drawings & as directed by Engineer in charge. |
| 39 | 150mm consolidated thickness.Quoted rates shall include the cost of filling materials of smaller stone chips and murrum/stone dust etc. |
| 40 | Supplying and spreading pesticides chlorpyriphos or other chemical approved by central insecticides board as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-construction anti- termite treatment at the rate of 7.5 liters per sq.m. on vertical and 5 ltrs. per sq.m. on horizontal surfaces (or as directed by the manufacturer ) within the trenches, 50% of the emulsion to be filled in the holes made in trenches at 150mm. centre to centre etc. complete as per IS 6313 Part-II. (The payment will be made on the basis of plinth area measurement only at ground floor/stilt area for all stages of operation and vertical face will not be measured for payment) all complete as per specifications, drawings and as directed by the Engineer in charge a) This item will be executed through approved agency who is a member of Indian Pest Control Association, approved by Central Insecticides Board. b)The contractor shall have to furnish ten years guarantee in the prescribed proforma as per Section-10 (iv) Conditions and clauses of contract-2008 ,to maintain the anti-termite treated area/structure free from termite. c) Prior approval of Engineer in Charge shall be obtained after testing the chemical for antitermite to be used and shall be tested in approved laboratory and to be submitted to Engineer in Charge . Cost of testing shall be included in the rates quoted. |
| 41 | Structural steel work in frames, covers, using angles, tees, flats, bars , chequered plates, inserts fabricated out of mild steel bars, ISMC,ISMB, ,angles, pipes , plates etc. of all shapes, sizes including supplying, cutting, fabricating, welding, erecting, making holes/chases wherever required and fixing /embedding in position in concrete/brick work with necessary hold fasts/ screws & rawl plugs and finishing the concrete/ brick work after fixing /embedding including painting two coats of anticorrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved steel primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. |
| 42 | Providing & laying NP 2 class of following RC hume pipe including making holes in masonry/ concrete work wherever required, making good the holes after laying the hume pipe with collar joints using stiff mixture of cement mortar (1:2) and sealing open ends with wooden bush etc. all complete as per specifications & as directed by the Engineer-in-charge. (Earthwork, road work and PCC for embedment shall be paid under relevant items) |
| 43 | 230mm dia pipes |
| 44 | PART I-B : SUPER-STRUCTURE (STRUCTURAL item no. 17 to 18): Reinforced cement concrete of grade M-30 in super structure conforming to IS 456-2000 and 13920 latest edition, at all floors and levels for all structural members in all geometrical shapes/ design as per drawings using graded stone aggregate of 20mm and down graded including machine mixing, conveying, placing in position, mechanical consolidation, finishing, curing, etc. complete all as per drawings, specifications & as directed by Engineer in Charge. |
| 45 | For all type of Structural / RCC Elements with all geometrical shape |
| 46 | Extra for providing RMC (Ready MixedConcrete) conforming to IS 4926 (Latest) in lieu of conventional RCC & PCC items, supplied by approved RMC manufacturers including transportation, pumping etc, complete as per instruction of Engineer in Charge. i) The contractor shall obtain prior approval for RMC manufacturer from Engineer in Charge in writing. ii) The rate shall apply for all levels and locations including all type of structure etc. iii) Extra for RMC in lieu of conventional RCC and PCC of any grade mentioned elsewhere in shall be measured and paid under this item for superstructure works. |
| 47 | PART - I-C : FORM WORK (item no 19) : Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single /multiple staging at all level & locations for all geomatrical shapes in plain curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer in Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment). |
| 48 | For all type of structural / RCCelements including all geometrical shapes and single / multiple staging at all floors and location |
| 49 | Providing, erecting, fixing, centering, Shuttering work using ply board to obtain form finished concrete surfaces of F3 finish to ceilings at all heights & locations for following including single / multiple staging at all floors and locations for all geomatrical shapes in plane, curved surfaces of structural / R C C elements including chamfers, splays, keys, wedges, props, rails, bracings, brackets, cutting hole for pipes etc. providing and applying approved form oil to all surfaces of form work coming in contact with concrete and striking / removal of the same including finishing by filling form -tie - holes , removal of fins, ridges and irregularities by grinding, filling air holes, with sack rubbed finish cleaning up loose and adhering debris including all materials labour etc. Complete as per specifications drawings and directed by Engineer in charge. At all floors and locations includingsingle/ multiple staging |
| 50 | PART - I-D : STEEL REINFORCEMENT WORK (item no 20): Reinforcement for RCC work including supplying steel bars of various diameters as required at site of work including loading, unloading, transporting, decoiling, straightening, cutting, bending placing in position and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer in charge. (Cost of binding wire shall be borne by the contractor & shall not be measured for payment). |
| 51 | Thermo Mechanically Treated bars of gradeFe-500 D manufactured by SAIL , TATA STEEL and RINL only. |
| 52 | PART - I-E : MASONRY WORK (item no 21 to 22) Brick masonry in super structure at allfloors and locations using well burnt bricks from approved lots of class designation 5.0 (classification as per IS 1077-1992 and min. average compressive strength not less than 5.0 N/mm2 ) in CM 1:6 in 230mm walls to correct line, level and plumb including raking out joints, curing, scaffolding etc. complete as per specifications, drawings & as directed by Engineer in Charge. |
| 53 | Providing brick work 115mm thick in partition walls, dwarf walls, parapets, under platforms, curtain walls, fins, external boxing etc. at all floors and locations as per drawing using well burnt bricks from approved lots of class designation 5.0 (classification as per IS 1077-1992 and min. average compressive strength not less than 5.0 N/mm2) in C.M 1:4 to correct line, level & plumb including scaffolding, raking out joints, curing etc. complete as per specifications drawings & as directed by the Engineer in charge. |
| 54 | With 115mm wide and 80mm thick RCC (1:2:4) stiffeners at every one metre height including formwork but excluding the cost of steel reinforcement, which shall be paid under relevant item. |
| 55 | PART -I-F : FLOORING WORK (item no 23 to 28): Providing & laying at all floors & locations Vitrified tile double charge/ twin charge /ultra charge (Glossy/Matt/Satin) from approved manufacturers in 600x600 mm size, having minimum thickness 9.5mm (or shall be as per manufacturers specification), tiles conforming to IS 15622 having water absorption less than or equal to 0.08% (Group B I a), in flooring / skirting / dado / cladding at all floors and location, heights/levels and lead in approved pattern and colour laid over cement mortar bedding/ backing, including cleaning and preparing thesurface for bedding, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer"s specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings / cut out if neccesary, finaleaning of surfaces, curing etc. all as per drawings, specifications & as directed by E-I-C. |
| 56 | In flooring laid over 20mm thick cement mortar 1:4 ( I cement : 4 crushed sand) bedding and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50kg/sqm over bedding, including 3 mm thick and 8mm deep grout line using PVC spacers for creating true alignment and gap between vitrified tile & the 3mm spacer joints filled with approved epoxy tile grout including providing and laying Durafloor protector XF 3mm thick sheet of M/s Supreme Industries or equivalent over the whole vitrified tile flooring area along with removing and cleaning the same before handing over without damaging the finished surface & making good if damaged, if any. |
| 57 | In skirting tiles of size 600X100 laid over 12mm thick CM 1:3 ( 1 cement : 3 sand) backing. |
| 58 | Providing and laying at all floors and levels 6mm.(min.) thick or as per specifications of approved manufacturer first quality matt finished / anti skid ceramic tile flooring /dado/ cladding as per the approved pattern and colour as mentioned below in cement mortar bedding / backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished to level, line, slope and plumb including cutting of tiles, making openings /cutout if necessary, wastage and final cleaning of surfaces as required, curing etc.complete all as per drawings, specifications & as directed by Engineer in Charge |
| 59 | In Flooring with approved tile of300x300mm anti skid tile laid over 20mm thick cement mortar 1:4 ( 1 cement : 4 crushed sand) bedding and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement about 4.50kg/sqm over bedding, including providing and laying Durafloor protector XF 3mm thick sheet of M/s Supreme Industries or equivalent over the whole ceramic tile flooring area along with removing and cleaning the same before handing over without damaging the finished surface & making good if damaged, if any. |
| 60 | In dado/ clading with 300x600mm size with approved design/pattern etc.tile laid over 12 mm thick Cement mortar bedding 1:3 (1cement :3 sand) backing, PVC corner bedding/nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the engineerin- charge. The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly. |
| 61 | Providing & laying machine cut & machine polished (mirror polished) Kotah stone flooring at all floor & location including stair case landing, connecting corridor etc. necessary cement mortar bedding /backing, close jointed & grouted with matching cement slurry and finished to line, level, curing etc. as required, including cutting of stone slab, wastage, making cut outs,wherever required, machine polishing /hand polishing (where machine cannot have access) etc. complete all as per specifications, drawings and as directed by the Engineer in charge. |
| 62 | In flooring with machine polished kotahstone slab of size 600mmx600mm x 25mm thick laid over & including 20mm. Thick cement mortar 1:4 ( 1 cement : 4 coarse sand) bedding. |
| 63 | In skirting with machine polished kotahstone slab of size 600mmx100mmx20 mm thick laid over and including 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) backing |
| 64 | Providing & laying machine cut and machine mirror polished kotah stone for treads/ risers / steps / ramps etc as mentioned below, laid over cement mortar bedding/ backing, close jointed and pointed with matching cement slurry and finished to line, level, plumb etc. as required, including curing, cutting of stone slab, making cut outs, wherever required, wastage etc. to get true square edges and final hand polishing all as per specifications, drawings & as directed by the Engineer in charge. |
| 65 | For treads 25mm uniform thick in singlepiece in length up to 1500mm (approx.) laid over 20mm thick cement mortar 1:4(1 cement :4 sand)bedding, including providing factory cut three Nos. of antiskid grooves including half round moulding the edges etc.complete. |
| 66 | For risers 20mm thick in single piece(length up to 1500mm approx.) laid over with 12mm thick cement mortar 1:3 (1cement :3sand) backing |
| 67 | Providing and fixing 15 mm thick flooring / Skirting with acid and alkali resistant tiles of size 600mm x 600mm of approved make and colour as per IS 4457 using acid and / or alkali resistant mortar bedding and joints filled with acid and / or alkali resisting Epoxy for 5 to 8 mm depth over a bed of Bitumastic compound 8 to 10 mm layer and bitumastic primer complete as per the direction of the Engineerin- charge In flooring over a bed of minimum 10 mm thick acid proof mortar with acid and / or alkali resistant tiles as per drawing and specifications , colour etc including providing required slopes and levels ( this work to be carried out through approved specialized agency) complete as per specifications and as directed by the Engineer-in-charge. |
| 68 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 69 | PART I-G : DOORS AND WINDOWS (item no 29 to 33) : Providing & fixing pressed steel door frames of following profile fabricated out of 1.6mm. (16 gauge) thick G.I sheet of coating (class VIII of zinc coating) 120 gram/ sqm, manufactured by Sail / Lloyds Jindal or equivalent of profiles / size generally conforming to IS 4351-2003 with suitable one/two set rebates for fixing shutters and also rebate suitable for fixing fixed glazing including hole for self tapping screws wherever shown in the drawing, each frame to contain hinge jamb, lock jamb and head all rigidly fixed together with welded / mechanical joints with back plates / angles to correct shape & angles including providing and fixing base ties with GI channel 50x25mm 1.6mm. thick suitable section to suit floor thickness / angle thresholds with MS angle 25mmx25mmx3mm.6 nos. of adjustable lugs per frame, providing and welding of 40mmx40mmx5mm, 150mm long angle cleats for hinges with necessary tapped holes for fixing countersunk headed machine screws to suit heavy duty oxidised/ stainless steel hinges of size125X65x2.8mm/125 x76 x2.80mm 100x59x2.60mm/75 x 48 x 2.45 mm or shop type welding and self taping screw hinges / piano hinges etc. and finishing the same to smooth etc.(but excluding the cost of hinges which shall be paid under the relevant item)including providing each door frame with necessary lock strike plates, mortar guards, buffers, bushes etc. required for tower bolt / baby latches, tadis,safety chains, aldrops etc.including fixing the frame to brick work/concrete work with necessary PCC or bolted / screwed to concrete work, painting a shop coat of polyurethane paint including etching the surface with ETCH primer etc.including painting the exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of red oxide / zinc chromate primer and painting the unexposed surfaces with two coats of anticorrosive bituminous paint, after rectifying the damaged PUprimer due to transport including filling the hollows of door frame with C.C.1:2:4 using 12mm size down graded stone aggregate, curing, finishing etc. all complete as per drawings, specifications and as directed by Engineer in charge. The quoted rate shall include cost of base tie / angle and all accessories mentioned in the item description except iron mongeries (i.e. fittings and fixtures with wood and machine/ self taped screws as required, which shall be measured and paid separately under relevant item.) |
| 70 | Profile 145mm x 60 mm with single rebate. |
| 71 | Supplying & fixing in position the following type solid core block board flush door shutters with commercial ply facing/prelamination on both sides,conforming to IS 2202 (latest) of M/s Kalpataru, M/s. Anand, M/s Kutty or approved equivalent with external/internal type second class teak wood lipping alround of size 38mm x 20mm, fixing shutters in position to pressed steel door frames/wooden frames/granite frame works (door frames shall be paid separately under relevant item) at all floors by cutting / planing if necessary including labour for fixing of the fittings & fixtures as per drawing with wooden packing pieces if necessary (but excluding the cost of fittings and fixtures with SS screws which shall be paid separately under relevant item) including painting of lipping with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer etc. all complete as per specifications, drawings & as directed by Engineer in charge. |
| 72 | For Door - 38mm thick as perdrawing and specifications, single/ Double leaf solid core block board shutter, both side glossy finish prelaminated, with 1 mm thick laminate of approved make & colour, internal second class teak wood lipping of section 38mmX20 mm including painting only the lipping with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer (Including providing and fixing view panel of size 300mm x 300mm as per drawing) complete. |
| 73 | Supplying & fixing in position at all floors and location 25mm thick of following type PVC foam board panel with 3mm thick PVC lipping alround in the form of flush door shutters manufactured by M/s. Jain Irrigation Systems Ltd.( Ex-cel sheet) non-white(Dark & Bright)of approved colour, solid section, extruded rigid, light weight sheet with fine and homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides, whole shutter unit shall be as per manufacturer"s specification, fixing shutters in position to granite frames (Granite frame shall be paid separately under relevant item) at all floors by cutting/ planing required if any including providing & fixing with wooden packing pieces if required of approved quality including finishing all edges smooth with mixture of PVC+C188 powder & solvent etc. all as per specifications,drawings & as directed by the Engineer in charge. a) For Door of approximate size 600mm/750mm x2150mm including providing & fixing accessories,3 nos 100mm stainless steel hinges,PVC louvers at top of shutter of size as per drg, 2 nos. 150mm long stainless steel bow handle with back plate, 1 no. 100mm long stainless steel baby latch & 1 no. stainless steel aldrop 200mm long including wooden packing pieces. i) The entire door shall be a joint less shutter.Cost of wastages if any shall be included in quoted rates. ii) Exact dimensions of shutter shall be measured to suit door frame size before manufacturing. iii) Quoted rate shall be inclusive of additional fittings and fixtures required by manufacturer if any for the complete unit. |
| 74 | Supplying and fixing in position at allfloors integrated bronze anodized matt finished [15 micron thick], aluminum section [extruded] for aluminum Door / windows sliding / top hung/ fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of M/s Jindal /M/s Hindalco or other approved equivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications with all approved Bronze anodized aluminum fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminum channel beading / glazing clips fixed with necessary bronze anodized screws, grouting the gap with thermocole & polysulphide sealant etc. all complete generally as per drawings, specifications etc., all as directed by Engineer in charge. but excluding the cost of glazing, which will be paid separately. Approval of the Dept. for the complete design and shop drawing shall be obtained before commencement of the work. |
| 75 | Providing and fixing following type of approved quality glass panes for doors/ windows/ventilators, of M/s. Modiguard/M/s Saint Gobain or equivalent and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item)and providing and fixing with 2 way EPDM gasketing ,to ensure water and air tightness and neoprene cushions /gasket accommadated in grooves, necessary bronze anodised screws etc., all complete generally as per drawings specifications and as directed by the Engineer-in-charge. |
| 76 | 5.5mm thk clear float glass |
| 77 | 5 mm thk and 75mm wide bajra (translucent) glass for adjustable louvers |
| 78 | 4 mm thick Ground Glass Louvers |
| 79 | PART : I-H : FITTING & FIXTURES (item no 34 to 35): Supplying at site of work approved quality and manufacturer Stainless steel fittings, fixtures and fastenings along with Stainless steel screws, bolts, nuts, washers, wooden packing pieces if necessary etc. and other accessories etc complete |
| 80 | Tower bolt 200mm |
| 81 | Tower bolt 150mm |
| 82 | D type bow handle 150 mm long |
| 83 | Handle 100mm long |
| 84 | Aldrop 200mm long with an extra staple. |
| 85 | Butt Hinges of size 125mm long as per relevent IS Code |
| 86 | Supplying following type of approved quality miscellaneous fittings, fixtures and fastenings along with necessary SS screws, bolts, nuts, washers, wooden packing pieces if necessary etc and other standard accessories complete. |
| 87 | Providing and fixing heavy duty hydraulic door closer of M/s Godrej or equivalent for Door Shutters |
| 88 | Mortice lock 6 lever chromium plated brass body parts of M/s Godrej make 7117 or equivalent with two no 200mm handles one no pin cylinder, one no square shank, one no striker plate, three no key set, lock body, CK mortice lock. |
| 89 | PVC Bush (shutter mount type) |
| 90 | Door stopper with rubber bushing (shuttermount type) |
| 91 | PART - I-I ~ WATERPROOFING TREATMENT (item no 36 to 37): Providing and laying integral cementbased water proofing treatment of the agency approved by department, including preparation of surface as required for treatment of roofs, terraces etc mixing with waterproofing compound as per IS : 2645 :2003, with average thickness of 115mm and minimum thickness at drain point as 65 mm. Following works are included in above item. a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietary water proofing compound over the RCC slab including cleaning the surface before treatment. b) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary waterproofing compound. d) Finishing the surfaces with 20 mm thick joint less cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep or suitable to receive the China Mosaic waterproofing treatment wherever specified. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer in Charge. |
| 92 | Extra for additional thickness of brick bat coba over and above standard average thickness of 115 mm. for effective slope wherever required. |
| 93 | PART I - J : PLASTERING WORK (item no 38 to 40): Cement plaster in single coat with cement mortar at all floors, heights, slopes and locations on plane or curved surfaces including rounding wherever required, prepare the surface even and smooth to correct line, level, plane and plumb including scaffolding, curing etc. complete as per specifications, drawings and as directed by the Engineer in charge |
| 94 | 6mm thick cement plaster in Cement mortar (1 cement : 4 fine sand) for , exposed concrete surfaces, soffits of all slabs and beams soffit of staircase waist slab etc. |
| 95 | 15 mm. thick plaster in CM 1:4 mix for internal brick / concrete surfaces for all walls and beams flush with walls, mullions etc. |
| 96 | Sand faced external / internal cement plaster as specified below in cement mortar 1:4 at all heights and locations including drip mould scaffolding, preparing the surfaces, finishing and rendering with sponge to correct line, level and plumb, curing including making grooves , vatas, plaster fluting (plaster in steps), etc. where ever required complete as per specification and drawings and as directed by the Engineer in Charge. |
| 97 | 20 mm thick in two coats for brick/concrete surfaces (external / internal) (back coat and finishing coat of 10 mm. thick each) with water proofing agent @ 2% by weight of cement. Note:- No extra claim shall be made for making vatas 150X150mm at junction of walls and chajjas, canopies etc. |
| 98 | Extra for providing ready mixed plaster (RMP) in lieu of conventional plaster of thickness mentioned below at all height and location in single / two coats as per specifications of approved manufacturer like M/s. Ultratech Ltd. / M/s. Roofit including transporting, loading, unloading, mixing at site and apply as per manufacturer"s specification at all locations complete as per instructions of Engineer-in-Charge. |
| 99 | Internal surfaces: 6mm thick plaster in cement mortar1:4 mix for ceiling /concrete surfaces |
| 100 | Internal surfaces: 15mm thick in single coat for internal brick / concrete surface |
| 101 | External surfaces: 20mm thick in two coats for external brick /concrete surface |
| 102 | PART : I-K ~ PAINTING (item no 41 to 43): Providing and applying 1.5mm thickcement based wall care putty in two coats of M/s. Birla White at all floors and locations, over plastered surfaces, finished smooth to correct line, level, plane, plumb etc., including preparing the surfaces, scaffolding smoothen the putty surfaces with very fine water proof emery paper to get a glossy finish etc. complete as per specifications, as per manufacturers specifications, drawing & as directed by the Engineer-in-charge. |
| 103 | Painting plastered /concrete surfaces with two coats of acrylic premium emulsion paint of approved colour & make over a coat of approved cement primer including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning etc, complete as per specifications, drawings and as directed by the Engineer in charge |
| 104 | Painting plastered /concrete surfaces with two coats of exterior grade Acrylic emulsion paint of approved manufacturer of approved colour and shade over a coat of acrylic based water repellent primer of approved make and shade all as per manufacturer"s recommendations and as per the approved sample and pattern including providing necessary scaffolding,cleaning the surface with water to remove all coating, dust, filling up cracks & crevices with approved putty, curing the surface etc. complete as per specifications and as directed by Engineer in Charge |
| 105 | Over sand faced plaster and jalli Note:- Both sides of the jalli shall be measured for payment. |
| 106 | PART : I-L ~ MISCELLANEOUS WORKS (item no 44 to 48) : Structural steel work at all floors and locations in guard bars, grills, guard bars for windows, frames, pit/trench covers, cover bracket for slanting chajja , trap door,railing, balcony hand railing, hoisting hooks,smoke vents etc. using angles, tees, flats, bars ,chequered plates etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/chases wherever required and fixing /embedding in position in concrete/brick work/marble/granite stone with necessary hold fasts/stainless steel screws & rawl plugs by drilling etc.and finishing the concrete/ brick work after fixing/embedding including painting two coats of anticorrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. |
| 107 | Providing and fixing approved quality machine cut, mirror polished 18/16 mm uniform thick granite/Baroda green marble for frame in single piece 100mm to 300mm wide in position at all floors and locations laid over 20 mm thick cement mortar 1:3 bedding/ backing in correct line, level and plumb, closed jointed, machine grouting, cement slurry, curing including cutting of stones to get rounded exposed edges, wastage, final hand polishing, rounding of free exposed stone edges etc. complete as per specifications and drawings and as directed by the Engineer in Charge. |
| 108 | Mirror polished approved colour 18mmthick granite stone for door frame in single piece upto 2150mm including providing and fixing 90mm long stainless steel screws (3 nos in each vertical stone and 600mm c/c for top stone) with rawl plug by drilling with high efficiency powered hammered drilling machine and finishing with approved putty with suitable pigment including rounding / moulding the front exposed surface etc. complete all as directed by the Engineer in Charge. |
| 109 | Mirror polished approved quality 16mmthk Baroda green marble/18mm Hassan green granite stone for window cill, soffit/jambs of approx 300mm/150 mm wide for windows upto 2000mm length or suitable length as required at site in two pieces in vertical & bottom, one piece at top for windows and ventilators etc., including rounding / moulding and polishing the front exposed surface etc. all as directed by the Engineer in Charge. |
| 110 | Providing & fixing in position GI chicken wire mesh (Hexagonal shape) of 12mm size hole, 22 Gauge with necessary "U" hooks, clips or nails at all floors and levels, wherever required to prevent development of cracks in plaster surfaces, as per specifications, drawings and as directed by the Engineer in charge (Only area of chicken mesh provided shall be measured for payment) |
| 111 | Providing and Injecting Hilti HIT-HY170 solutions/ injectible mortar for post-installed of following dia rebar connections for lintels/beams in super structure at all floors and locations including drilling holes of suitable dia upto 200mm depth by mechanical means, cleaning holes, fixing rebar, scaffolding, wastages etc. complete as per drawings and hilti specifications and as directed by Engineer-in-Charge. |
| 112 | 12 mm core diameter |
| 113 | Providing & fixing in position followingtype steel rolling shutter confirming to IS 6248 latest consists of 75mm wide 18G laths inner locked together through their entire length and jointed together at the end by end locks including all necessary fixtures & fittings and M S top hood, guide channels , shutter suspension shaft with tested springs, ball bearings, ceiling strips, locking arrangements from inside & outside, crank handles etc. fixing guides in masonry/ concrete with necessary coach screws nut & bolts for the rolling shutters including providing & fixing grill of 900mm wide in middle of rolling shutter and painting two coats of synthetic enamel paint of approved make and colour over a coat of approved steel primer generally as per drawings specifications as directed by the Engineerin- Charge. a) Hand operated PULL & Push type steel rolling shutter with laths 18G, 75 mm including standard fittings & fixures. The measurement for rolling shutters will be as per structural opening. Hood etc.will not be measured separately. |
| 114 | PART II :Public Health Engineering works (item no 49 to 75) : PART : II-A Sanitarywares & C.P Appurtenances (item no 49 to 55) Note:- 1) All sanitaryware shall be provided from same brand 2) All CP fittings / Fixtures from same brand shall be provided. Providing and fixing in position following Vitreous China Wall Hung type Wash down pattern water Closet consisting following items of work:- I) Providing Vitreous China wall hung type wash down pattern Water Closet ( EWC ) conforming to IS 2556 (part XVI) with integral "P" trap outlet with water seal not less than 50 mm with vent and necessary C.I. brackets supports. ii) Providing thermosetting or thermoplastic Seat & cover conforming to IS 2548, fixing seat & cover for water closet as per manufacturer"s specification including the cost of corrosion resistant hinges, bolts, nuts, non ferrous or S.S washer etc. all complete. iii) Fixing the Water closet in position, jointing the trap, water closet and UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it"s original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete. v) Testing the system to the full satisfaction of the Engineer-in-Charge. |
| 115 | White glazed vitreous China EWC as per Hindware cat. No. 20011 "Slick" with slow falling seat cover or equivalent model in Roca/Toto. |
| 116 | Providing Flushing arrangement to Water Closets including providing and fixing manually operated PVC low level Flushing Cistern consisting following items of work:- i) Providing PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS:7231 of in etc.as per the manufacturer"s recommendation all complete.position using CP brass screws, rawl plugs, brackets approved make with handle, fixing the cistern, etc. ii) Providing 40/32 mm dia.uPVC (6Kg) flush pipe from Flush tank to Water Closet, concealed in the wall as directed making connection with W.C pan including the cost of fittings, fixtures and jointing materials etc. all complete including providing & fixing 15 mm dia. PVC coupling with mosquito proof jalli at overflow outlet. iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition,painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer,finishing the gaps with white/ matching cement etc. all complete. iv) Testing the entire system to the full satisfaction of the E.I.C. v) Flushing cistern and WC shall be from the same manufacturer. |
| 117 | Flushing arrangement with low level Cistern "Sleek Essence Dual Flush" model of HINDWARE" or equivalent model in Roca /Toto for WCs. |
| 118 | Providing and fixing first Quality Vitreous China Counter type Wash Hand Basin Consisting following items of work:- Providing Vitreous China over the counter type Wash Basin of Star white ( standard ) colour of following make conforming to IS 2556 and placing it in position over the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Providing/Fixing various CP fittings such as Waste Coupling of Jaquar Cat No. 705/709, Bottle Trap of Jaquar Cat. No. 769 including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & SS screws for the basin. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it"s original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS 2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge |
| 119 | Vitreous China Wash Hand Basin of StarWhite colour of Hindware Make Cat. No. 10096 and Cat. No. 11038 Studio model with pedestal or equivalent model in Cera/ Roca/Toto. |
| 120 | Providing braided hose with nuts, nipples etc. for Water supply Inlet connection of following make for wash basin, flush tank, kitchen sink etc with brass check nuts on both ends and fixing it in position as directed including the cost of jointing materials and testing for leak proof joints all complete. |
| 121 | 450 mm long Braided hose of Jaquar cat. No. 805B orequivalent in equivalent in Roca/Toto. |
| 122 | Providing & fixing in position best quality bevelled edge plate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (confirming to IS 710 : 2010) , fixed with required numbers of SS cup screws and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/ brick wall, wooden packing behind the mirror if necessary, reinstating the damages to its original condition etc. all complete as directed by EIC. |
| 123 | 6 mm thick Plate glass Mirror of size 600 mm x 450mm / of required size with 6 mm thick marine ply wood (confirming to IS 710 : 2010) backing & PVC moulded frame of approved shade or as directed by the E.I.C |
| 124 | Providing & fixing in position following approved quality CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 125 | C.P brass BIB Tap with wall flange, "Florentine "of jaquar cat. No.FLR-5047N or approved equivalent of Roca/ Toto make. |
| 126 | CP brass 2 Way Bib Cock with wall flange of jaquar Cat. No. SOL-6041 for Paraplegic WC |
| 127 | CP brass Pillar Cock for washbasin of Jaquar Cat. No. SOL-6011 "or approved equivalent of Roca/ Toto make for Paraplegic WC |
| 128 | CP brass Angular Stop Cock with wall flange of Jaguar Cat. No. SOL-6053 for Paraplegic WC |
| 129 | C.P Health Faucet with 8 mm dia 1 m long flexible tube& Wall Hook with N.R.V (Back Flow Preventer) of Jaquar Brand "Allied" Cat. No. ALD-577 or approved equivalent of Roca/ Toto make |
| 130 | Providing and fixing the following C.P Brass Bathroom / toilet accessories of following make and fixing on the wall using SS screws, rawl plugs etc. as per manufacturer"s requirement all complete at the locations shown and as directed by the E-in-C. |
| 131 | C.P. Brass Toilet paper Roll Holder of JaquarContinental" Cat. No. ACN -1153N or approved equivalent of Roca/ Toto make. |
| 132 | CP brass Soap Dish Holder of Jaguar Cat. No. ACN-1131N |
| 133 | CP brass single Towel Rail of Jaquar "Continental" Cat.No. ACN - 1111 NM or approved equivalent of Roca/ Toto make |
| 134 | C.P brass double coat hook as per "Continental", Jaquar make Cat. No. ACN -1161N or approved equivalent of Roca/ Toto make |
| 135 | Part-II- B : Water Supply System (item no 56 to 60): Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC ) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS 15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2 ½”) and above. ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line ii) Laying and fixing the pipe and specials on exposed surfaces / underground, to correct line, level and plumb for water supply line, using metal straps ( On wall surfaces ) at 1.00 mtr. interval or as directed by the EIC. iii) Jointing the pipes and Specials using Solvent cement conforming to IS 15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete. iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. iv)Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured vi) CPVC pipes and fittings/specials shall be of same brand. NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / CPVC/ PP-R pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. 3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm. Pipes and Fittings SDR-11 as per IS 15778 |
| 136 | 25 mm (1")n.size |
| 137 | Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded fittings Fittings of specified class having thermal suitable for both hot & cold water supply & suitable for fixing various fittings & fixtures such as taps, wall mixture, concealed stop cock, flush valves etc., consisting following items of work :- i) Supplying CPVC pipes and all required CPVC plain / and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS 15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2 ½”) and above. ii) Laying and concealing the pipe and specials for water supply by cutting / making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent / Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete, iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured vi) CPVC pipes and fittings/specials shall be of same brand. NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / PP-R/ CPVC pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) All concealed cPVC pipes provided for PH work shall be measured under this item Pipes and Fittings SDR-11 as per IS 15778 |
| 138 | 40 mm (1½")n.size |
| 139 | Providing and Fixing Ball Valve as per relevant IS suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for conectivity and labour, making water proof joints, including cost of jointing material and CPVC specials if required & testing the joints. etc complete as per directions of engineer-in-charge. |
| 140 | 25 mm (1")n.size |
| 141 | 40 mm (1½")n.size |
| 142 | NOTE: 1) Item Includes Flange jointing with required new flanges and hardware . 2) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 2) Threaded fittings of CPVC shall be of Brass Threaded only. Brass threaded CPVC fittings will be measured and paid under relavent item 3) All bronze ball valves provided for PH work will be measured under this item Providing high pressure "HP" following size Float Valve assembly (horizontal plunger type ) conforming to IS 1703 with brass or gun metal piston, back nut and PVC float conforming to IS 9762, fixing to inlet pipe of water tank and making water proof joints including the cost of jointing materials and CPVC/ G.I specials, if required, testing the joints as per I.S. recommendations all complete as per specification and as directed. |
| 143 | 40 mm dia. |
| 144 | Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tank of Sintex or its equivalent make of1000 Ltrs. capacity with suitable SMC cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow,float ball valve with ISI mark and with brass arm and PVC ball, CP brass overflow coupling with brass mosquito proof jalli of heavy quality,providing and fixing necessary GI nipples ranging from 15 to 50mm of average 150mm length with double checknuts, washers etc complete as directed by Engineer in charge. |
| 145 | Part-II-C : Drainage System (item no 61 to 64) Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil / waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved make. ii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved make. iii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware. iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline. vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound. vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations. viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. Including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS 13592/ IS 14735) pipe with UPVC (IS 4985) pipe etc x) Dewatering the pit/ trenches if necessary till completion of work xi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. xii)Exposed pipe fixing arrangement include slotted G.I. section and U clamps with rubber packing. Note: Earthwork excavation for trenches shall be paid under relevant items ) For Soil, waste, Vent & Rain water pipe lines |
| 146 | 50 mm dia. |
| 147 | 75 mm dia. |
| 148 | 110 mm dia. |
| 149 | Providing uPVC Floor Trap / Nahani Trap of following size having not less than 40 mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent / as per manufacturer"s recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 200 x 200 mm size top tile with central strainer & flat cover / flush strainer, closing the side inletes with plugs if required etc.complete all as per specification and as directed by the Engineer in charge. |
| 150 | Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish. |
| 151 | Providing and fixing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 / 110 mm dia HDPE pipe about 400mm long for PVC rain water pipes, fixing the same on RCC/cement concrete surface using approved synthetic glue, covering the HDPE sheet wateright with cement mortar 1:2 mixed with water proofing compound and forming the proper shape and grade and finishing with inlet mouth of rain water pipe, cutting RCC slab or wall if required, including the cost of bitumen, cement mortar etc. complete all as per specification and as directed by the Engineer-in-charge. NOTE: HDPE sheet flashing shall be sticked watertight over RCC / Cement Concrete surface by using approved synthetic glue as per manufacturers recommendation and as directed by the Engineer incharge. After fixing HDPE sheet flashing over RCC/ Cement concrete surface, the top potion of HDPE sheet flashing shall be spread with approved synthetic glue, fine (0.5 mm size) sand shall be sprinkled over it immeadiately, allowed to be dried and after drying it is to be covered watertight with cement mortar1:2 mixed with waterproofing compound @ 2% by weight of cement as per required shape and form. Item includes providing 160x110 mm uPVC reducer, bends and 110mm dia 150 mm length pipe piece. |
| 152 | 450 x 450 mm size HDPE sheet Flashing fabricated from 8 mm thick HDPE sheet and PN 6 grade 160 mm/110 mm dia HDPE pipe. |
| 153 | Providing and fixing Stainless steel Dome mesh fabricated by welding from 2mm dia 304 grade stainless steel wire for PVC rain water pipes (sheet flashings), with 5mm x 10mm L base ring of 0.5mm thickness 304 grade Stainless steel. L ring to be embedded in waterproofing & dome to be placed on it, including the cost of fixing material etc. all complete as specified and as directed by the E.I.C. |
| 154 | Half Spherical Dome having opening 5 to 10 mm of 160 mm ID |
| 155 | Part-II- D : External Water Supply System (item no 65 to 66): Supplying, laying, jointing & fixing on exposed surfaces the following size Galvanised iron pipe consisting following items of work:- i) Supplying galvanised mild steel screwed and socketed pipe conforming to IS:1239 (Part-I) with galvanised mild steel or wrought steel fittings conforming to IS:1239 (Part-II). ii) Laying and fixing the pipe and specials on exposed surfaces to correct line, level and plumb for water supply line, overflow and vent using M.S nails, rawl plugs, wooden gutties and "U" type G.I clamps having not less than 2 mm thick. iii) Making leak proof threaded joints using white zinc, spun yarn etc. including cutting the pipe, threading and the cost of jointing materials. iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. v) Testing the pipe line to a hydraulic pressure of 10 kg / sq.cm for leak proof joint. vi) Painting the pipe line after testing with two coats of flat oil paint of approved make and shade over a coat of approved primer. Class "C" (Heavy quality) G.I pipe & fittings |
| 156 | 25 mm n.b NOTE: 1. The rate shall also include for GI pipe line & specials required for making connections with the existing GI / C-PVC pipe line laid by other agency. 2. Excavation and refilling shall be paid under relavant item 3. All GI pipes in trenches provided for PH work will be measured under this item |
| 157 | Making cross connection with following size on existing GI/CI/DI/CPVC/PPR/HDPE water supply pipe line irrespective of branch size by cutting the existing pipe line with mechanical or power cutter, chamfering the edges, threading as per requirement, providing & fixing Specials such as union, coupling, Tees, bends, ferrule, collar,distance pieces, flanges etc., dewatering, providing PCC of grade M-15 supports to the joint, making cold welded joints/threaded flanged joints as the case may be incuding isolation delay, tools & machinaries, excavation, working on the live water supply line with in the restricted timings etc. all complete as directed by EIC. |
| 158 | connection on upto 75 mm(3") n.size line |
| 159 | Part-II- E : External Drainage System (item no 67 to 75): Constructing brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing square mouth uPVC gully trap of size 150 X 150 mm with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and fixing precast approved make (EVERLAST) Composite (FRP/GRP) Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having point loading capacity not less than 0.3 tonne with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame. |
| 160 | 300 X 300 mm size Gully Trap chamber. |
| 161 | Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including prviding coupler with solvent cement / welded joints / as per manufacturer"s requirement, encasing the pipe alround using cement concrete 1:3:6 complete if required all as per specifictions, drawing and as directed by the E.I.C item includes Providing and fixing UPVC fittings such as Bends, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc |
| 162 | For Sewer line and Storm water Drains 110 mm DN (SN 8kN/m²-SDR34) NOTE:-Cement concrete for encasing shall be paid under relevant item |
| 163 | Constructing brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber. ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement. iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by E-in-C. NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will will be paid under relevant item/ included in other relevant item. |
| 164 | Inspection chamber of internal sizes 900 X 600 mm at bottom and 900 X 450 mm at top for an initial depth of 600 mm. |
| 165 | Extra over above item for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed. Note:- additional depth of chamber will be measured in cm and paid as per actual depth. |
| 166 | Providing & fixing precast approved brand (EVERLAST) Composite Manhole covers as approved by Competent authority / E.I.C tested as per IS:1726, including cost of necessary hardware, 1:2:4 grade concrete for fixing frame, bed block (bearing course) and capping including necessary form work and CM 1:2 mortar for fixing the frame & for plastering exposed surfaces of concrete bed block (bearing course) and capping finished smooth with floating coat of neat cement etc., complete as per specifications, drawings and as directed by the E.I.C. |
| 167 | Rectangular Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover size 910 x 450mm Note: Shade and Colour and design pattern to be get approved from Engineer-in-Charge. |
| 168 | Making new sewer connection with the existing manhole, which consist of making hole in the existing manhole with out causing any damage to the existing manhole, finishing the hole with cement mortar 1.1 (mixed with waterproofing compound) to the original condition after connecting the new sewer line to the existing manhole, disposing off the debris at directed place up to a lead of 150 metre all as per specifications and as directed by EIC. |
| 169 | upto 200 mm nominal dia. Pipe |
| 170 | Making drop connection having depth difference between incoming and outgoing sewer line more than 600mm including providing and laying following dia. uPVC pipe conforming to IS:15328 & specials, providing and fixing bends, tees, crosses, plugs, caps etc., jointing the pipes/fittings using sealant of approved manufacturer, encasing the pipes with CC 1:3:6 such that shape of the cross section through encased pipe shall be square and sides equal to outer diameter of pipe plus 300mm, including form work, curing etc., all as shown in the drawing, as mentioned in the specifications and as directed by EIC. a) Drop connection for depth difference more than 600mm |
| 171 | 160 mm DN (SN 8kN/m²-SDR34) NOTE:- 1) The depth of drop connection shall be measured vertically from the bed level of drop pipe cleaning chamber to the invert of manhole or chamber. 2) CC and form work for encasing will be measured and paid under relevant item. 3) Drop connection for depth difference between incoming and outgoing sewer line upto 600mm - providing ramp, U-channel of height and width not less than branch pipe dia in CC 1:2:4. CC will be paid under relavant Item |
| 172 | Construction of brick masonry drop pipe cleaning chamber of internal size 300 x 300 / 450 x 450 mm for depth of 450 mm from top of cover & frame above uPVC drop pipe in brick masonry, in cement mortar 1:2 and 230 mm thick wall over 150 mm offset from all outer finished wall surfaces of the chamber, providing & fixing suitable medium / heavy duty pre-cast FRP cover of approved (EVERLAST) make, CC 1:2:4 coping at top of brick work, 20 mm cement plastering in cement mortar 1:1, mixed with water proofing compound @ 2% by weight of cement in internal & external surfaces of the chamber, all inside surfaces finishing smooth with floating coat of neat cement and external surfaces finishing rough with wooden float, including dewatering if necessary till completion of the work, all as directed by the E.I.C. |
| 173 | 300 x 300 mm chamber with HD-20 FRP composite cover and frame for pipes upto 250 mm pipe |
| 174 | Construction of circular manhole of 1200 mm internal diameter at bottom and 530 / 560 / 600 mm at top for 1.5m initial depth & brick masonry in 1:2 cement mortar, 230 mm thick wall for 1400 mm measured from top of frame & cover of manhole in conical shape and remaining height constructed 345 mm thick in cylindrical shape over a 300 mm thick cement concrete bed of grade 1:2:3 with 300 mm offset from outer finished wall surface of the manhole, also for benching and fixing frame & cover at top of brick masonry i.e. below and around frame and cover for bed block (bearing course) and capping including providing and fixing frame & cover, CI steps, 20mm thick plaster in 1:1 cement mortar mixed with water proofing compound @2% by weight of cement on internal and external surfaces, internal surfaces and channel finished smooth with a floating coat of neat cement and external surfaces finished rough with wooden wooden float, all as per specifications and drawings. NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover including CC of grade 1:2:4 for fixing the frame and cover, plastering in C.M 1:2 on exposed surfaces of bed block & capping,making smooth cement finish etc. will be paid under relevant item. |
| 175 | Top internal dia 530 / 560 mm to suit MD,HD & EHD cover |
| 176 | Extra over Item for additional depth of Chamber upto 3m |
| 177 | Providing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of Patel brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in "U" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete. Note: All Foot-rests provided for PH work will be measured under this item |
| 178 | PART - III : ELECTRICAL WORKS (item no 76 to 94): READY MADE DISTRIBUTION BOARDS Supply, installation, testing & commissioning of following readymade distribution boards, double door, IP 42 degree protection complete with necessary, MCBs, earth leakage circuit breaker (ELCB) etc including interconnections with appropriate capacity size of FRLS insulated copper conductor wires (ISI marked),suitable for concealed mounting /wall mounting with MS frame work of 40 x 40 x 5 mm MS angle iron, with M.S. enclosure fabricated out of nominal 1.2 mm thick M.S. CRCA sheet as per manufacturers standard, with concealed hinged door, locking arrangement etc. including earthing clamps for both incoming & outgoing circuits, interconnections, per phase isolation kit as required,cable end box & wire way box if required, continuous copper earth wire in the wire way box with single/duplicate brass earthing terminals, danger board, name plate, flexible earthing for the door, metal treatment & powder coated, Phase Distribution drawing etc. all as per drawings (G.A. & fabrication drawing to be got approved), etc. relevant IS & instruction of Engineer-in-charge. Note: 1.MCBs (Type –C/D) shall be minimum 10 KA breaking capacity, as specified. 2. Blanking Plates shall be included in scope of work. 3. DB shall be of standard readymade type as per catalouge No. from approved manufacturers as indicated in preferred makes of material. 4. Routine tests will be conducted at factory as per relevant IS. 5. MCCBs shall be of minimum 25 KA Ics breaking capacity. |
| 179 | ETPN DB : LDB, PDB, EDB,LMR DB :- 1) 40A FP MCB -- 1 No. 2) 40A DP ELCB with 30mA sensitivity -- 3 nos 3) 6-32A DP MCB -- 18 nos 4) 12 way brass neutral link -- 4 set |
| 180 | Single phase 8 way UPS DB with 6Amp MCB as outgoing and 16Amps DP MCB as incomer |
| 181 | Remote metering Box made out of 2mm MS sheet of dimension150x150x300 size to RAL 7032 |
| 182 | Point wiring in PVC (HMS variety) conduits : Point wiring for light/celing fan/6A/ 16A/ socket outlet /6A outlet for exhaust fan , bell point etc. with 1.1 KV grade FRLS PVC insulated multistranded copper conductor wire(ISI marked), in25 to 40 mm dia High mechanical stress (HMS) rigid PVC conduit having ISI marked IS 9537 Part - 3, including fixing accessories & hardware concealed /exposed in slab/wall or on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 0.9 mm G.I. Saddles, ready made MS switchboxes & socket outlet boxes of nominal 1.2 mm thickness , brass earthing stud 1/2 nos, controlling modular switches, sockets with moulded front plate and inner plate etc. including appropriate size of FRLS PVC insulated copper earth wire , brass/bakelite (straight / angular) lamp holders, 3 plate ceiling rose,6 A, connectors, painting etc. as per specifications and drawings and as per instructions of E-I-C and as detailed below : (sample switch Box etc. to be got approved before fabrication) ( Conduits in ceiling is already laid only connecting conduit to switch box and DB to be supplied in this work) NOTE: 1.All switches & socket outlets shall be as per preferred makes. 2. All sample boxes with accessories /luminaires shall be got approved from Department. 3. All 16 A socket outlets should be with 6 pin type 4.All switch/ socket boxes shall be of modular type with modular switch and socket. 5. Minimum size of the FRLS insulated copper earth continuity wire shall be 2.5 sq.mm. 6. The colour shade of switches shall be white /off white. For socket outlet points/switchboards on normal power supply, the cover plate shall be white/off white colour, graphite grey (RAL 7024) or other shade as per instruction of EIC, for socket outlet points/switchboards on DG power supply. 7. The scope also includes supply of modular blanking plates where ever required. 8. The maximum permissible number of FRLS insulated wires through PVC/MS conduits shall be as per technical specifications 9. The point wiring shall generally be concealed type only, except in lift shaft/ Elect. Shaft/ Basement areas/ in RCC retaining wall/ in dry well/ above false ceiling & wherever concealed wiring is not feasible, as per instructions of E.I.C |
| 183 | Primary Light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & 6A switch |
| 184 | Secondary light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to item no. 6.2.1 |
| 185 | 16/6 A 5 pin socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box |
| 186 | Point wiring for single phase exhaust fan with 2.5 sq.mm phase wires & 2.5 sqmm earth wire & with ceiling rose near exhaust fan & controlling 6 A , 240 V SP switch on nearest switchboard. |
| 187 | Ceiling fan points with 1.5 sq.mm wires and with 2.5 sq.mm insulated earth wire complete with 6A, 240V, SP switches & 5 stepped capacitor type regulator. |
| 188 | Telephone Point Wiring: Point wiring with 4 pair CAT-6 wires copper conductor PVC insulated, in 25-40 mm dia rigid PVC conduit (HMS variety - ISI marked,conforming to IS 9537 Part-III) concealed in slab /wall or surface with 5mm thick G.I.spacer & 20 SWG GI Saddle fixed with nylon plug, wood screws etc. complete with all conduit accessories suitable MS pull boxes of suitable sizes as per site condition wherever required M.S. telephone point accessories boxes fabricated out of min 18 SWG/20 SWG thick CRCA sheet zinc passivated , brass earthing studs 1/ 2 nos., RJ-11 telephone socket outlets with shutter ferrule numbers on both side of the circuits all terminations with ferrule /lugs if required, labelling all as per drawing specifications & as per instructions of E-I-C. NOTE: 1. Point wiring means 4 pair CAT-6 wires from Telephone Tag Block to assigned point including end termination of one pair at both sides and other pairs should be kept spare. 2. G.A drawings & fabrications drawing are to be got approved from E-I.C. |
| 189 | Point wiring for telephone point with 4 pair CAT-6 wire with RJ 11 jack type socket with shutter in a box with connector |
| 190 | Telephone Tag Block (TTB) : Supply, installation, testing & commissioning of following readymade Krone connector telephone tag block box, 18 SWG MS CRCA sheet, concealed/surface mounted on MS frame of size 40 x 40 x 5mm and grouted on the wall/fixed on the column free standing type with anchor fasterners, cable end/wire way box,if required, with adequate space facility to be provided in the TTB, with front operable hinged door, neoprene rubber/cork gasket for joints, wire bunching clamps , name plate etc. all as per standards, specification, drawing & instructions of E.I.C. Note: 1) Point distribution diagram shall put in side the DB with polythene protective cover. 2) All fabrication drawings shall be got approved. 3) Disconnection module shall be Krone Part No. 69011006-02 or equivalent approved. |
| 191 | 10 pair telephone tag box : A set consisting of : 1) Disconnection module 2 /10 --> 1 nos. 2) Back mounting frame - 2/3 --> 1 nos ( C.T. box with mounting bracket ) 3. Transparent dust cover --> 1 no. complete with all accessories 4. Label Holder - 1 no |
| 192 | Fire Alarm system (FAS) Design,supply,installation,testing & commissioning of analogue addressable type fire alarm system as per relevant Indian Standard specifications and conforming with relevant specifications of fire authorities of local Municipal Corporation, and as directed by E-I-C and consisting of the following: Note. 1)The system shall be got approved by municipal fire authority before start of work and after completion if required. 2)Scope includes submission of factory test report of detectors,break glass and hooters and main panel and final inspection at site. 3)Make of all the components of FAS shall be same. 4) The Panel shall be suitable for networking using open technologies such as TCP/IP, Rs 485,modbus. |
| 193 | Multisensor Detectors : Supply ,installation,testing & commissioning of Intelligent addressable smoke detector unit working on multisensor detection technology with optical , heat detector sensor with inbuilt fault isolator complete with base as required & as per instructions of EIC. (R-100,D-80,GH-115) |
| 194 | Rate of Rise Heat Detectors (Thermal Detectors): Supply ,installation,testing & commissioning of Analog Addressable Heat Detectors with solid state design with sensing element combination of fixed type and rate of rise of temperature indicating LED, mounting base etc. as per detailed Specification. |
| 195 | Manual Call Point : Supply ,installation,testing & commissioning of dust and vermin proof Addressable Manual Call Point, break glass/pull station (square type/round type suitable for wall mounting surface/concealed) having painted/engraved/ embossed as “IN CASE OF FIRE, BREAK GLASS” on it, painting and other accessories as required. complete as required & as per instructions of EIC. |
| 196 | Loop powered Sounder with Strobe Light: Supply ,installation,testing & commissioning of Wall Mounting Alarm Intelligent loop powered sounder complete as per specifications and as required & as per instructions of EIC. |
| 197 | Fire Alarm Panel Design,supply,installation,testing & commissioning of Analogue addressable microprocessor controlled Fire Alarm Control Panels, capable of being IP networked to the central monitoring System connecting through optical Fiber cable network to monitor and integrate above quantity of accessories like detectors, MCP"s/loop power sounder/control modules, Fault Isolation Modules, Loop powered hooters, response indicators, fire/fault indicators, audio-visual signals, central processing units, complete with LED visual indicators, alpha-numeric display and audible alarm both for fire & fault, mains ON indication, test & reset provisions. Each loop should provided with minimum 125 detectors /devices. The panel shall include integral SMF lead acid batteries with sealed cells (max 24 V) with appropriate AH capacity, as per IS requirement with integral battery charger, wire way boX, if required , front openable lockable cover with front glass etc. complete as required and as per specification & instructions of EIC. Note: If charger & battery-capacities provided in redymade panel are not meeting operation requirement as per IS 2189 then charger & batteries shall be provided separately including wiring at no extra cost. |
| 198 | 2 Loop panel |
| 199 | Wiring for Fire Alarm System : Wiring with 2 nos. 1.5 sqmm FRLS-PVC insulated Shielded twisted pair copper cable/wires in 25mm dia concealed/surface MS/PVC conduit (HMS variety) including cost of cutting and filling chases for concealed conduit/ cost of saddles etc. for surface conduit as required and including the cost of crimped termination’s as required, complete as per instructions of E-I-C. |
| 200 | Surface armoured FA cabling: Supply ,installation,testing & commissioning of 2C x 1.5 sqmm shielded twisted pair FRLS-PVC armoured/unarmoured cable (RED Colour) on surface/ above false ceiling including cost of GI spacers, saddles etc. and including the cost of crimped termination’s as required, complete as per instructions of E-I-C. The cost of mounting base boxes shall be measured sepeartely under miscellaneous item no 19.5 of electrical section . , however the cost of providing cable glands etc. shall be included in the scope of work. |
| 201 | LIGHTNING PROTECTION SYSTEM: |
| 202 | Supply, installation, testing & commissioning 37 X 6mm heavily hot dipped Cuearth strip for ground conductors fixed with no.10 GI wood screws & 1-2 mm thick GI saddles with G.I machine screws or in ground at 750mm below including excavation in all types of soil/rock with temporary reinstatement & back filling of trench, interconnection of earth strip with welded joints and GI nut bolts & washers, painting with two coats of metallic Aluminium paint for above ground portion & painting with two coats of black bituminous compound for earth strip in ground etc. all as per drawing, specifications and as per the instructions of the Engineer-in-charge. |
| 203 | Supply, installation, testing & commissioning of 8 mm dia stainless steel rod for roof & down conductors all as per standard EN 62561-2 fixed on roof/wall/slab/ column etc. as per instructions of EIC. (For S/S Galvalume truss roofing) Note: 1) The Roof conductor holder shall be measured 2) The down conductor holder shall be measured seperately |
| 204 | Supply, installation, testing & commissioning of stainless steel conductor holder with conductor holder support of 8-10mm, approx 20 mm height & M8 thread all as per standard EN 62561-4 & instructions of EIC. |
| 205 | Supply, installation, testing & commissioning of stainlesssteel conductor holder suitable for roofing with round standing seam, including SS clamping frame with clamping range of 20-25 mm & conductor holder support of 6-10 mm all as per standard EN 62561-1 & instructions of EIC. |
| 206 | Supply, installation, testing & commissioning of stainlesssteel conductor holder at gutter area with clamping range of 3-18mm & clamping range rod of 6-10mm all as per standard EN 62561-1 & instructions of EIC. |
| 207 | Supply, installation, testing & commissioning of stainless steel cross connectors with clamping rod range 8-10mm and material of screw and nut of stainless steel all as per standard EN 62561-1 & instructions of EIC. |
| 208 | Supply, installation, testing & commissioning of Al expansion piece of 8 mm dia and approx. 395mm length including MV clamp for roof conductor connection all as per standard EN 62561-2 & instructions of EIC. |
| 209 | Supply, installation, testing & commissioning of stainless steel test clamp suitable for 8-10 mm clamping rod at one end & 37mm clamping flange at other end all as per instructions of EIC. |
| 210 | Light Luminaires & Fittings: Supply, installation, testing & commissioning of luminaires & fittings,ceiling fans,exhaust fans,etc complete with accessories, tube/lamp etc in on surface of slab/beam by 2 nos (minimum) of 6 mm anchor fasteners or on wall with 2 nos of wood screws, nylon plug etc., suitable supporting frame fixed with rag bolts grouted on the wall/anchor fastener on the beam/on the column & other fixing accessories etc provision & connection with 1.5 sq.mm multistranded copper conductor FRLS PVC wires etc., all as per drawing, specifications & as per the instruction of E.I.C. Note: 1) Sample luminaire/fittings shall be got approved from Dept with complete technical data. 2) The Cat No. is indicative. The equivalent model from list of prefered makes can be considered. 3) All luminairess shall be with drivers. 4) Cost of mounting accessories shall be included in luminaires cost. 5) The lumen output indicated is min. system output of luminaire. 6) The following civil work contingent to landscape/ facade lighting shall be carried out by agency: a) RCC / PCC foundations, as applicable, for landscape light fixtures. b) HDPE pipe for entry & exit of cables in PCC foundations. c) GI pipe for entry & exit of cables in RCC foundation and concealed in wall for wall mounted light fixtures. d) Concealed PVC conduits in step riser for step lights. e) MS box in step riser for mounting step lights. The scope includes providing foundation bolts, SS nuts, anchor fastner, other hardware etc. for mounting light fixtures on RCC / PCC foundations / in ground / on wall etc. |
| 211 | LED Surface MountedLuminaire Similar to M/s Philips Cat. No.SM365CLED32-6500PSUOD GR or Equivalent Approved |
| 212 | LED Surface MountedLuminaire Similar to M/s Philips Cat. No.DN17212.5SLEDG2( GDL)or Equivalent Approved |
| 213 | Smart Bright LEDStrret Luminaire similar to BRP052LED045CWSLMRFGS1PSU GR |
| 214 | Exhaust fans: Supply, installation, testing & commissioning of following size of exhaust/supply fans , single phase complete with blades, motor, scope includes supply of 3C copper 1.5 sq.mm. flexible chord of suitable length with 6 A 3 pin plug top, aluminium louvers shutters , rag bolt/Anchor fasterner suitable MS angle iron frame made of 30 x 30 x 5 mm , 4 corners covered with 2 mm thick MS sheet to form suitable circular opening with necessary fixing arrangement, wall cowl with bird screen, painting as per specification, drawing as directed by E.I.C. |
| 215 | 300 mm dia, 900 rpm exhaust fan Supply, installation, testing & commissioning of following size of exhaust fans, single phase complete with blades, motor, scope includes supply of 3C copper 1.5 sq.mm. flexible chord of suitable length with louvers wall cowl with bird screen rag and fixing arrangement in window/wall as per instructions of EIC. |
| 216 | Supply, installation, testing & comissioning of following Brushless DC (BLDC) ceiling fans with double ball bearing with following length downrod, canopies, shackles, blades with safety cable suspension (Secondary support safety cable) white colour with all accessories including continous earthing and final connection with 24/0.2 mm dia copper conductor 2/3 core twisted PVC flexible wire etc. Note:BLDC Fan should be as per technical specifications & testing conforming to IS 374/79 with latest amendments all as per specifications & instructions of E-I-C. |
| 217 | 1200 mm sweep with GI down rod of varying lenghts from min 260 mm to 1000 mm as per location & instructions of E-I-C. |
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