Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date23 Aug 2022
Closing Date14 Sep 2022
Tender Amount₹ 4,90,00,000
Costs
EMD
₹ 9,80,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_NFC_707690_1Bid Award Id
ViewTender No
C/1280/2022Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
In soft rock.
20
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Hard rock (by chiselling or wedging or rock hammer & cutter or hydraulic splitter or by using machines such as proclaim with jack hammer or controlled blasting (obtaining permit shall be responsibility of contractor) as directed by EIC.
64
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Earth work excavation in foundation pits, plinth / tie beams, pile cap, tank, trenches, loose boulder for pipe line, chamber etc. in all soils including 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.
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Depth not exceeding 1.5 m from ground level
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Soft rock.
220
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Hard rock (by chiselling or wedging or rock hammer & cutter or hydraulic splitter or by using machines such as poclain with jack hammer or controlled blasting (obtaining permit shall be responsibility of contractor) as directed by EIC.
980
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Depth exceeding 1.5 m & up to 3.5m from ground level
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Soft rock
45
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Hard rock (by chiselling or wedging or rock hammer & cutter or hydraulic splitter or by using machines such as poclain with jack hammer or controlled blasting (obtaining permit shall be responsibility of contractor) as directed by EIC.
370
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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, using RM500 or RM800 and its equivalent mixer machine, 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 relevant item.
-
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P C C M10 grade in bed concrete to pilecaps, foundations, pedestal, encasing etc.
63
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P C C/R C C M-15 grade in sub base flooring, foundation in pedestals, cable pits, cable trenches, plinth protection, encasing etc.
84
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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.M-Sand/River sand as approved by the engineer-in-charge shall be used for Mortar/concrete/ Plastering works.
vi). 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. e) Mix design shall be submitted by the contractor to the Engineer in charge for approval.
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Reinforced Cement Concrete of grade as mentioned below in foundation and plinth at all levels and locations confirming to I.S. 456 and 13920 latest edition, using 20mm. maximum size down graded stone aggregate including use of RM500 or RM800 and its equivalent mixer machine, 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.
-
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M30 grade of reinforced cement concrete For all type of Structural / RCC elements with all geometrical shape and sizes
445
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Providing, erecting, fixing in position striking / 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.
3240
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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.
-
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Thermo Mechanically Treated bars of grade Fe-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.
57
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand), curing complete as directed by Engineer-in-charge. (i)The contractor shall get approved the samples / source of stones from the Engineer-In- Charge before procurement on large scale and shall maintain the same for the entire work ii) 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.
30
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Brick work using clay bricks laid using cement mortar 1:6 as specified at all depths and heights , steel Tubular scaffolding, raking out joints curing etc.complete as per specification and as directed.
60
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15mm thick cement plaster 1:4 in single coat at all locations to correct line, level, plane and plumb for storm water drain, chambers, steps etc., finished smooth with neat cement finish, including preparing the surface, scaffolding, curing etc. all complete as per drawings, specifications and as directed by the Engineer in charge.
125
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Filling in plinth with selected earth excavated from suitable location around Rawatbhata with all leads by mechanical transport including all leads, lifts, loading, unloading, stacking, levelling, spreading, in layers not exceeding 150 mm thick, breaking clods, watering, consolidation to obtain 90% proctor density etc. complete as per specifications, drawings & as directed by the Engineer in charge.
1060
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Disposal of surplus excavated materials including crushing of cut pieces/boulders of soft/hard rock, loading, transporting, unloading, Filling and levelling in identified low lying areas within campus including installation of crusher machinery, collecting the stone boulders/pieces, crushing the bolders, transporting the crushed material by mechanical means within the campus, spreading & filling in layers not exceeding 150mm thick, watering, consolidation to obtain 90% proctor density and levelling including stacking the surplus crushed materials at the designated location as shown etc. complete all as per specification and as directed by Engineer-in-charge. Notes: i) The excavated soft and hard rock materials shall be crushed to a grain size not more than 6mm (approx) by an automated/compact electrically operated crusher machine installed at site. ii) The crusher machine shall be installed and operated by the contractor for the work and no extra payment shall be payable for crusher machine. iii) The crusher machine shall be dismantled and taken away from the site after the work is completed at contractor's own cost. iv) The contractor shall clean the area on which crusher machine is installed and make it to original condition without any extra cost to the department.
900
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Providing and laying dry rubble stone hard core soling of 230mm 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.
1350
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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.
1350
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Providing and laying damp proof course 38mm thick at plinth level in cement concrete 1:2:4 using 10mm. maximum size and down graded stone aggregate, mixed with approved water proofing compound at 2% by weight of cement laid to levels, slopes etc. including applying a coat of hot bitumen of grade 80/100 at 17 kg./10 sq.m. including cost of form work, curing all complete as per specifications & as directed by the Engineer in charge.
115
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Providing and laying patent box type cement based water proofing treatment of approved agency for basement raft, lift well & trenches etc. at all levels & locations as per specification of the water proofing agency including cleaning of surfaces, curing and testing the pit for water tightness, rectification of defects if any, etc. complete as per specification, drawing and as directed by the Engineer-in-charge as per the following. a) Providing 50 mm to 70mm thick water proofing treatment for base / floor consisting of i) Ist layer Kota stone of approx. size 600x600x20mm thick of approved quality rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement:3 course sand) mixed with waterproofing compound conforming to IS:2645 in the recommended proportion. Joints sealed and grouted with cement slurry mixed with water proofing compound conforming to IS: 2645 in proportions recommended by the manufacrurer ii) 2nd layer of 25mm thick cement mortar 1:3 (1cement : 3 coarse sand ) mixed with water proofing compound in recommended proportions iii) Finishing top with stone aggregate of 10mm to 12mm nominal size spreading@ 8cudm/sqm thoroughly embedded in the 2nd layer
240
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b) Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing kota stone of approx. size 600x600x25mm thick of approved quality,(rough stone slab) with cement slurry mixed with water proofing compound conforming to IS: 2645 in recommended proportion with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior stone slab with cement mortar 1:3(1 cement : 3 coarse sand) 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge. i)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. ii) The contractor shall test the surface where water proofing treatment 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 or junction etc.
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iii) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section-10 conditions and clauses of contract for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treatment 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 iv) The Contractor shall keep the pit/R C C trench filled with water after the water proofing work has been completed and shall clean it before handing over. At no time shall the pit/R C C trench be kept Testing for the bone dry condition for the water proofing work carried out shall again be done, before handing over , if found necessary by the Engineer- in-Charge.
-
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Providing and laying/fixing in position serrated rubber Neoprene pads at all floors and levels of size 150x150x25 mm thick of approved quality and make as vibration absorber for pump/machine foundation including cost of thermocol etc. complete including cutting to required size, wastage etc.all complete as per specification, drawing directed by Engineer in Charge. Note: Area of only neoprene pad shall be measured for payment.
2
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SUPER-STRUCTURE (STRUCTURAL)
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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 Reinforcement Cement 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 IS 3370 -2009 latest edition
c)The rates for RCC works shall be exclusive of cost of reinforcement and formwork 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
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Reinforced cement concrete of grade M-30 in super structure for all type of Structural / RCC Elements with all geometrical shape conforming to IS 456 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.
335
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FORM WORK
-
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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. complete.
-
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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).
2385
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Providing ,erecting fixing centering Shuttering work using ply board to obtain form finished concrete surfaces of F3 finish to ceilings at all floors, heights & locations 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 skirting / 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.
2385
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STEEL REINFORCEMENT WORK
-
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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).
-
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Thermo Mechanically Treated bars of grade Fe-500 D manufactured by SAIL , TATA STEEL and RINL only.
55
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MASONRY WORK
-
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(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.
-
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Brick masonry in super structure at all floors and locations using solid autoclave aerated concrete bricks/ blocks from approved manufacturers conforming to IS2185 (part 3) latest edition in CM1:6 in walls to correct line, level and plumb including racking out joints, curing, scaffolding, etc complete as per specification, drawings and as directed by Engineer in Charge.
215
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Providing solid autoclave aerated concrete brick/block 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, conforming to IS2185 (part 3) latest edition 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.
i) 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.
ii)Without RCC stiffeners for support walls, nitches etc.
940
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FLOORING & CLADDING WORK
-
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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.
-
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Providing & laying at all floors & locations Anti skid vitrified tile marbonate of M/s. H & R Johnson (I) Ltd. or as per quality of approved manufacture of complete range of marbonate series or approved making in all colour conforming IS-15622 including series of 600x600mm size, having 8.5mm thickness (or shall be as per manufacturers specification) in flooring / skirting / dado/ clading at all floors and location in approved pattern and colour laid over cement mortar bedding/ backing, close jointed and grouted with white cement slurry and including 3 mm thick and 8 mm deep grout line using PVC spacers for creating true alignment and gap between vitrified tile flooring & Skirting at apecified places as per drawings / as directed and grouting the joints with matching cementitous tile grout mixed with approve tile additived of M/s Dr fixit or approved equivalent 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, final cleaning of surfaces, curing etc. complete all as per drawings, specifications & as directed by Engineer in charge.
-
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In flooring laid over 20mm thick cement mortar 1:4 ( 1 cement : 4 sand) bedding
10
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In skirting laid over 12 mm thick CM 1:3 ( 1 cement : 3 sand) backing.
2
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Providing and laying at all floors and levels 6mm.(min.) thick or as per specifications of approved manufactuer first quality glossy / matt / antiskid / rustic / digital with glazed finish ceramic tile for flooring /dado/ cladding as per the approved pattern and colour as mentioned below of M/s H . R Johnson (I) Ltd. / M/s. Somani / M/s. Kazaria laid 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. The sizes of tiles mentioned below 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.
-
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In Flooring with matt finished/ antiskid tile of size 300x300mm/600x600mm laid over 20mm thick cement mortar bedding 1:4 (1 cement : 4 coarse sand)
55
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In dado/ clading of size 300x300/450/600mm 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 engineer- in- charge.
25
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Providing & laying machine cut & machine polished (mirror polished) Kotah stone for flooring/skirting/treads/risers/ramps etc. laid over 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.
-
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In flooring with machine polished kotah stone slab of size 575x575x 25mm thick laid over & including 20mm. thick cement mortar 1:4 ( 1 cement : 4 coarse sand) bedding.
845
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In skirting/sloped skirting with machine polished kotah stone slab of size 575x100x20 mm thick laid over and including 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) backing
35
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For treads 25mm uniform thick in single piece in length up to 1250/1500mm (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.
7
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For risers 20mm thick in single piece (length up to 1250/1500mm approx.) laid over with 12mm thick cement mortar 1:3 (1cement :3sand) backing
4
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In Ramps with 100 mm wide strips of maximum 1500 length.
112
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DOORS AND WINDOWS
-
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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 alongwith 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.
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Providing & fixing pressed steel door frames (Two hours fire rating) of following profile fabricated out of 1.6mm. 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 l50x25mm 1.6mm. thick suitable section to suit floor thickness / angle thresholds with MS angle 25x25x3mm.6 nos. of adjustable lugs per frame, providing and welding of 40x40x5mm, 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 PU primer 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 as required, which shall be measured and paid separately under relevant item.)
-
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Profile 145 x 60 mm with single rebate.
51
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Supplying & fixing in position 38mm thick single/double leave solid core block board flush door shutters of appropriate size with commercial ply (Greenlam laminates) facing on both sides conforming to IS 2202 (latest) of M/s Kalpataru M/s. Anand M/s Kutty with external type second class teak wood lipping alround of size 38x20mm, 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 which shall be paid separately under relevant item) including painting the shutters all over as mentioned below all complete as per specifications,drawings & as directed by Engineer in charge..
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with two coats of synthetic enamel paint of approved make & colour over one coat of approved primer
24
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Providing & fixing in position approved quality 2nd class teak wood architraves of finished section of approved profile for the following sizes fixed to pressed steel frames of door/ cup board/ MS doors at all floors as per drawing including providing and fixing M.S. self taped screws at 600mm center, painting with two coats of synthetic enamel paint of approved make, & colour over one coat of approvedprimer etc. all complete as per specification & drawings.
-
-
-
Size 50mm x 20mm of finished size
51
-
-
Extra for Providing Vision panel of size 450x200mm/ 400x200mm/any other size as per drawing including fixing 5 mm thick modi guard clear glass with necessary beadings/ lipping as per manufacturers' specifications complete all as per specifications and as per drawings and as per direction of EIC.
1.3
-
-
Supplying & fixing in position at all floors and location 28mm 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) ply facing on both sides 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 clipped by aluminium section as per manufactur specification and fixing shutters in position to granite frames 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 approved quality 3 nos.100 mm S.S. hinges and 2 nos. 150mm SS bow handle with back plate 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 width 750mm including providing two 150mm long stainless steel handles, two 100mm long stainless steel baby latch for toilet door / one aldrop and one 200mm long tower bolt for shaft door
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 suite door frame size before manufacturing. iii) Quoted rate shall inclusive of additional fittings and fixtures required by manufactures if any for the complete unit.
4
-
-
Providing and fixing approved quality machine cut, mirror polished 18/16 mm uniform thick granite/Baroda green marble for door/window frame in single piece 100 to 200mm 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.
44
-
-
Mirror polished approved colour 18mm thick 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 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.
15
-
-
Notes for aluminium doors and windows
i) The contractor shall submit 6 copies of shop drawings for each windows, ventilators showing dimension details of construction etc. for approval of the Engineer - in - charge. and according to the approved shop drawing a sample of each of windows with all fittings and fixtures with locking arrangement including glass panes etc. complete as per schedule of quantities, specifications and drawings, shop drawing should be submitted for preliminary inspection for approval. After preliminary inspection , the sample should be fixed at site to ascertain its performance. Large scale manufacturing should be taken up only after rectification of defects in samples as directed to the full satisfaction of the department and after obtaining formal approval.
ii) All doors, windows, ventilators section shall be anodised extruded section of M/s Jindal / M/s Indal or at par quality of approved manufacture.
iii) All fittings / fixtures shall be of approved make / quality and as approved by the Engineer in Charge
iv) All dimensions mentioned in the drawing are approximate. Necessary allowance for fixing over rough ground, and also necessary allowances for fixing tolerances to be considered while manufacturing. While manufacturing, actual site measurement shall be considered. Necessary planing for fixing the unit has to be carried out by the contractor without any extra cost to the department. However, rate quoted by the contractor shall hold good. v) Payment shall be made per Kg basis. Aluminium sections such as shutter frames, track window / door frame/beading channel for glass adjustable louvers etc., shall only be measured linearly as per actual / finished cutting size nearest to centimetre and multiplied with sectional weight of the individual section and the total quantity of aluminium section will be arrived at for payment without any allowance for wastage.The quoted rate shall include cost of cleat angles, fixures etc.
vi) All glass panes shall be of M/s Modi guard/ saint gobain or equivalent unless otherwise specified. The glasses will be measured for payment separately under relevant item. Actual size of the glass fixed in position will be considered for payment. vii) Glass panes shall be fixed with approved EPDM gasketting, beading, to be free from settling. Necessary mastic to be provided against seepage of rain water.
-
-
-
viii) All top hung/side hung shutters to be provided with approved quality friction hinges. All sliding shutters shall be provided with bottom sliding rollers
ix) In case of damage of any existing work, the same has to be made good/restored to original condition by the contractor at his own cost.
x) No separate payment shall be made for fittings such as locking arrangement, hinges, friction hinges, rollers, fittings and fixtures, gasket, cleat angle etc. Tenderer are required to consider the cost of these items while quoting the rate for unit weight of aluminium sections for window / door.
xi) However floor spring, hydraulic door closer will be paid seperately under relavent item.
xii) The quoted rates shall include cost of 8mm thick marine ply covered all round the exhaust fan panel, cutting to size, making cutout as required including painting twocoats of synthetic enamel paint pof approved colour over a coat of approved primer.
xiii) The qouted rate shall also include cost of all fittings and fixtures for ALD1( aluminium sliding door) including sliding tract, sliding rollers, handle with self locking system, built in type lock, , stainless steel magnet catch (wall mpounted ) of approved make and quality etc.
-
-
-
Supplying and fixing in position at all floors integrated bronze anodised matt finished [15 micron thick], aluminium section [extruded] for aluminium Door / windows sliding / top hung/ fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent 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 anodised aluminium 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 aluminium channel beading / glazing clips fixed with necessary bronze anodised 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.
450
-
-
Providing and fixing following type of approved quality glass panes for doors/ windows/ventilators, of M/s. Modiguard/sanit gobains 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.
-
-
-
4 mm thick clear float glass
50
-
-
4 mm thick & 75mm wide bajra (translucent) glass for adjustable louvers .
4
-
-
6 mm thick clear float glass
1
-
-
Supplying and fixing in position at all floors and location stainless steel 304 grade mosquito net PVC Windows made out of 24 guage ,16mesh shutters including exaust fan frames etc. of various size and shape fixing with stainless steel nuts and bolts to suit the aluminium frame ( aluminium frame , beading etc. shall be paid under relevant item) including labour wastage scaffolding etc. all complete as per drawing , specification and as directed by Engineer in charge
54
-
-
Supplying and fixing Rolling shutters PULL and PUSH type including top hood 0.90mm thick of approved make as per ISI standards made out of required size of M.S. lathes 18 gauge interlocked together through out entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M.S. top cover of required thickness for rolling shutters.
45
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-
Providing, fabricating, fixing in position crimpnet gate/double leaf side Hung Door with Fixed crimpnet on angle frame, etc. using 50mm dia. medium class G.I. tubular frames in combination with 50mmx50mmx6mm M.S. Angle frame alround fixed with 40mm dia medium G.I pipe cleat, welded to 50mmx50mmx8 gauge crimpnet with 30x5mm M.S.flat by U hook with angle frame, the gates fixed to MS channel post of ISMC 150 or Embedded Plates on either side including pivot type hinges, locking arrangements with 4mm thick MS lock rail/14 guage G.I sheet welded to angle, Aldrops, tower bolts etc. all as shown in the drawing including embedding channel posts in cement concrete of grade M25, cost of excavation, PCC, formwork and disposal of surplus soil, painting the gate and all steel work with two coats of approved synthetic enamel paint over a coat of zinc primer etc. all complete generally as per specifications, drawings and as directed by the Engineer in Charge.
135
-
-
FITTING & FIXTURES:
-
-
-
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-in- charge. 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.
-
-
-
Supplying at site of work approved quality and manufacturer M/s. Godrej or equivalent. S.S. fittings, fixtures and fastenings along with S.S screws, bolts, nuts, washers wooden packing pieces if necessary etc. and other accessories etc complete
-
-
-
Tower bolt: 300mm. long x 12mm/13mm barrel.
12
-
-
Tower Bolt: 150mm. Long x 12mm/13mm barrel.
12
-
-
SS Door/Cupboard handles- 22mm dia 150mm long- KICH- 316 grade
12
-
-
SS Door handles- 22mm dia 300mm long- KICH- 316 grade
12
-
-
Aldrop 250mm long x 16mm dia. rod with an extra staple.
9
-
-
Door stopper with rubber bushing (shutter mount type)
12
-
-
Butt Hinges of size 125x76x2.8mm
36
-
-
Baby Latch 100mm long
6
-
-
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, of following door weight and size with necessary accessories and screws etc. complete.
-
-
-
Door weight upto 60 kg and door width from 851mm to 1200 mm
9
-
-
WATERPROOFING TREATMENT:
-
-
-
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 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 flats, if found necessary by the Engineer in Charge.
-
-
-
Providing and laying integral cement based 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.
844
-
-
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 to receive the China Mosaic waterproofing treatment.
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.
-
-
-
Extra for additional thickness of brick bat coba over and above standard average thickness of 115 mm. for effective slope wherever required.
15
-
-
Filling in bath, W/C, toilet, depressed areas with water proofing brick bat coba of the agency approved by the Dept. at all floors and locations upto the required level and making the surface finished suitable to receive floor finish etc. all complete as per drawings and water proofing agency's specifications & as directed by the Engineer in charge.
1
-
-
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., Kitchen and the like consisting of :
i) 1st course of applying cement slurry @ 4.4. Kg/sqm mixed with water proofing compound `Impermo' of Snowcem or equivalent conforming to IS 2645 in recommended proportions.
ii) IInd course of cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions, 20mm thick up to finished floor level and 15mm thick above finished floor level up to 600mm. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm of area.
iv) IV th course of 200 micron thick PVC sheet (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)
30
-
-
Providing cement based waterproofing treatment by 'Injection & Surface' method of the agency approved by the dept. cement based water proofing treatment of 50 mm. and 25mm. thick for the floor and walls respectively of the over head water tank on terrace, finished perfectly smooth to correct line, level and plumb including preparing the existing surfaces, necessary scaffolding, curing etc. complete as per waterproofing agency's specifications and testing water tank for the water tightness and rectification of defects, if any, to render the outer surface bone dry etc. complete as per specifications, drg. & as directed by the Engineer in charge
100
-
-
Providing China Mosaic water proofing over concrete/plastered surface of horizontal, vertical, sloped/ curved surfaces, rounded vatas, sharp corners, junctions etc., using broken pieces of approved colour ceramic tile laid over and including 20mm thick cement mortar 1:3 screed mixed with approved waterproofing compound @ 2% by weight of cement, cost of all materials, labour, curing, breaking the tiles to the pieces of required size and shape, laying / fixing the tile pieces to the required line, slope, levels etc., providing extra screed as required for quick & easy flow of water, curing etc., at all heights including necessary scaffolding, cleaning the surface initially with saw dust and finally with acid all as per specifications and as directed by the Engineer-in-Charge.
844
-
-
PLASTERING WORK :
-
-
-
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.
-
-
-
Cement plaster of 15mm thickness in single coat with cement mortar 1:4 mix for internal brick / concrete surfaces for all walls and beams flush with walls, mullions etc. 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
1535
-
-
Cement plaster 15mm thick in cement mortar 1:4 at all locations including water proofing agent @ 2% by weight of cement, preparing the surfaces, finishing with neat coat cement to correct line, level and plumb, curing etc. as per specifications, drawings and as directed by the Engineer in Charge
923
-
-
External cement plaster of following type of 20 mm thickness in two coats for brick/ concrete surfaces (back coat and finishing coat of 10 mm. thick each) with water proofing agent @ 2% by weight of cement 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.
Note:- No extra claim for making vatas150X150mm at junction of walls and chajjas, canopies etc.
-
-
-
Sand faced plaster
2084
-
-
PAINTING :
-
-
-
Providing and applying 2mm thick Plaster of Paris punning to walls, beams, ceilings, columns in perfect line and level over the base of single coat cement plaster including roughening of existing surface making 6 mm groove at skirting and door, window jamb, sill, lintel, etc. complete. The rate is exclusive of base coat cement plaster.
2350
-
-
Painting sand faced plastered /concrete surfaces with two coats of exterior grade Acrylic emulsion paint of M/s Asian Paint or at par approved manufacture and approved colour and shade over a coat of cement based water repellent paint of approved make and shade as mentioned below all as per manufacturer's recommendations and as per the approved sample 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
Note:- In case of RCC Jalli, both sides of the jalli shall be measured for payment.
1785
-
-
Painting plastered /concrete surfaces with two coats of acrylic premium emulsion paint of approved colour 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
2350
-
-
MISCELLANEOUS WORKS
-
-
-
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.
-
-
-
Structural steel work at all levels and locations in guard bars, grills,guard bars, for windows, covers, frame for pit/trench, truss, purlins for skylight, cover bracket for slanting chajja , trap door,railing, balcony hand railing, hoisting hooks,smoke vents etc. using angles, channels, tees, flats, bars ,chequered plates, tubular sections 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.
17000
-
-
Providing & fixing stainless steel pipe hand rail at main staircase & lobby, balcony, other stainless steel works such as spool pieces, pipe sleeves, grab bars at all floors & levels conforming to 304grade of steel, of schedule 10-S, having 1m height approximately, as per pattern & design in drawing including necessary S.S bend, tees, welding / nut-bolt necessary anchoring polishing and fixing in concrete/brick wall with S.S lugs, making pockets, concreting, making good the surfacesetc. as per specifications drawings and as directed by Engineer in Charge.
300
-
-
Supplying & fixing in position at all floors and locations approved colour anodised (25 micron thick), aluminium section for structural glazing etc. of appr- oved manufactures with extruded sections of Jindal or Hindalco of design as as shown in the drawing, section should be cut to required size and then colour anodised the facade be fixed to the structure through powder coated M S brackets and anchor fasteners (M/s Hilti only) , the mullions are to be connected to bracket by stainless steel 304 grade nut bolts, sufficient provision be made to allow free movements of components due to temperature, deflection of R.C.C. structure etc. without inducing stresses in a structure, including necessary scaffolding etc. complete all as per specifications, drawing and as directed by the Engineer in Charge.
80
-
-
Supplying, stacking, spreading and laying hard trap graded stone metal of size range 63 mm to 45 mm size of approved quality in transformer area including preparing the base, consolidation, spreading the metal in layer, levelling manually all as per specification, drawing and as directed by Engineer-in-charge. The measurement shall be actual stone laid without deduction of any void.
425
-
-
Providing & laying NP 2 class RC hume pipe of 300 mm dia 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)
335
-
-
Supplying and fixing GI Chain link fencing of required height with 50mm diamond mesh of approved quality and make with 4mm galvanized iron wires conforming to IS 2721 including unrolling, straightening, stretching, fixing tight to structural steel posts/MS flats and struts erected in position by means of 6mm dia approved quality galvanized iron machine straightened rods at top and bottom horizontally throughout fence and vertically at every angle post, fixed with approved quality galvanized iron U hooks, bolts, nuts and washers etc., complete as directed
56
-
-
Sanitarywares & C.P Appurtenances.
-
-
-
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 trap outlet having water seal not less than 50 mm, with / without vent and with necessary S.S Anchor supports all complete.
ii) Providing thermosetting or thermoplastic Seat & cover for W.C conforming to IS 2548 & fixing 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 and uPVC pipe using W.C connector (Supreme make) with epoxy grout / Rubber Ring joint as per manufacturer's requirement.
NOTE: Supplying, jointing & fixing of W.C connector shall be paid under relevant item.
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 cement etc. all complete.
v) Testing the system to the full satisfaction of the E.I.C.
-
-
-
Vitreous China European Water Closet with P trap of Hindware' make Cat.No.20069 Lara model or equivalent with soft close seat cover "slow falling"
3
-
-
Providing & fixing vitreous China Hand Wash basin of Star White colour of Hindware Make Cat. No. 10096 or Cat. No. 11038 Studio model with pedestal or equivalent model consisting of following item of work i) Providing vitreous china wash basin conforming to IS 2556 ( part - IV ) and placing the wash basin in position as shown in the drawing or as directed.
ii) Providing a pair of either cast iron built - in cantilever type brackets weighing not less than 1.5 kg / each to be embedded in grade M 15 cement concrete block of size 100 X 75 X 150 mm or cast iron wall fixing cantilever type brackets weighing not less than 1kg / each with screw holes to be fixed to wall using screws, rawl plugs etc. to support the Wash basin, conforming to IS 775 for Wall hung basin.( For wall hung wash
iii) Cutting holes or chases in wall & reinstating to its original condition, painting all metallic parts with two coats of approved flat oil paint over a coat of primer, finishing the gap with white / matching cement etc.all as per specification and as directed for wall hung basin..
iv) Installation and testing the entire assembly to the full satisfaction of Engineer- in- charge.
3
-
-
Providing and fixing Vitreous urinal of Starwhite (Standered) color of Hindware Make Cat. No. 60010 Dyna model/approved make consisting following items of work: i) Providing urinal of approved make, and placing /fixing it in position as shown in the drawing or as per manufactures specification or as directed including providing M.S brackets, screws etc., finishing the joints with white/matching colour cement all complete ii) Cutting hole, making grove or chases in the wall,
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 as directed by Engineer-in Charge. iii) Testing the system to the full satisfaction of the
Engineer in Charge
3
-
-
Supplying 18 mm thick of approved colour, both side polished, rounded corner, edges moulded, Granite Partition plate of 750 x 575 mm size & shape, fixing the partition in position, embedding 75 mm deep into the wall with araldite & PCC of grade M15, including cutting chasing of size 75 mm X 100 mm in the wall, finishing the joints with white cement etc. all complete and as directed by Engineering in Charge
3
-
-
Providing Flushing arrangement with concealed flush valve of
Jaquar Pressmatic' make Cat No.PRS-073. to Urinal consisting following items of work:- i) Providing and fixing flush valve in position as per the manufacturer's recommendation, making inlet connections all complete. ii) Providing & laying 20 mm dia.CPVC / 15
mm n.b GI class 'C' Flush Pipe from Flush Valve to Urinal, concealed in the wall as directed making connection with Urinal and flush valve including the cost of fittings, fixtures, jointing materials etc. all complete. 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.
3
-
-
Providing Flushing arrangement to Water Closet etc., including providing and fixing manually operated PVC low level Hindware Sleek standard Dual flush cistern consisting following items of work:-
i)Providing 10/8/6 ltrs. capacity white colour, SLEEK model PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS 7231 of approved make with handle, fixing the cistern in position using CP brass screws, rawl plugs, brackets etc.as per the manufacturer's recommendation, making inlet and outlet connections all complete. ii) Providing 32 mm dia.PVC flush pipe upto 1200mm long for low level flush tank for IWC, fixing on the wall using PVC clamps and or concealing in the wall as directed, making connection with W.C pan and flush tank including the cost of PVC fittings, fixtures and jointing materials etc. all complete.
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 Engineer in Charge.
3
-
-
Providing braided hose with nuts, nipples etc. for Water Inlet connection of following make for wash basin with CP brass check nuts and fixing it in position as directed including the cost of jointing materials and testing for leak proof joints all complete.
-
-
-
450 mm long Braided Hose of Jaguar Cat. No. ALD - 805B
6
-
-
Providing and fixing approved quality 6 mm thick plate glass mirror of various sizes with 6 mm thick marine ply back including painting the ply wood with two coats of synthetic enamel paint over coat of primer and teak wood moulded frame work of size of 40mm x 20mm alround , polishing the frame with 3 coat of french polish after preparation and making the surface very smooth and final mealamine spray finish, including providing & fixing rawal plug in wall / RCC, drilling screw holes, wooden packing if necessary etc., complete all as ditected by EIC
3
-
-
Providing & fixing in position following type CP fittings/ Fixtures/Faucets of 15 mm nominal dia. with ISI mark/ approved make 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 specifications.
-
-
-
C.P brass BIB Tap with wall flange of Jaguar cat. No. ORP 10037PM.
3
-
-
C.P brass 2 Way Bib Cock with wall flange of Jaguar Cat.No. ORP 10041PM.
3
-
-
C.P brass Angular Stop Cock with wall flange of Jaguar Cat. No. ORP 10053PM.
6
-
-
C.P brass single lever basin mixer of 'Jaquar' cat. No. ORP 10011BPM.
3
-
-
C.P Health Faucet with 8 mm dia 1 m long flexible tube & Wall Hook of Jaquar Cat. No. ALD-573
3
-
-
Stainless steel dome shaped heavy quality waste 'coupling of 32 mm size, full threaded, for Urinal.
3
-
-
CP brass waste coupling 32 mm size with 80 mm height as per Jaquar cat. No. ALD-705/709 for wash basin
3
-
-
CP Bottle trap ( with internal partition) 32 mm size 250 mm & 190 mm long wall connection pipes & wall flange for wash basins of Jaquar Cat. No. ALD - 769L 250x190.
3
-
-
Supplying following C.P Brass Bathroom / toilet accessories of following make and fixing on the wall using CP brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the E-in-C.
-
-
-
Stainless steel Toilet Paper Roll Holder, recessed type with flap of Jaguar Cat. No.AHS - 1553
3
-
-
Stainless steel Soap dish, recessed type of Jaquar Cat. No. AHS -1531.
3
-
-
Stainless steel Towel Rail/Grab bar of Jaquar Cat. No. AHS-1507.
3
-
-
CP brass double Coat Hook of Jaguar Cat. No. AKP-35761P.
3
-
-
Liquid soap dispenser Jaquar CAN 1135N
3
-
-
Glass shelf 600 mm long as per Jaquar cat. No: ACN-1171N
3
-
-
Internal Water Supply System
-
-
-
Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride ( CPVC ) pipes & Fittings or ASTM pipes & fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:-
i) Supplying CPVC pipes and CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply conforming to IS 15778 or ASTM pipes & fittings with ISI mark / equivalent approvals as per relevant standards. 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 joints) of approved makes including cutting the pipe to required size, preperation 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.
v) Testing the pipe line to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relavant code
-
-
-
Pipes and Fittings SDR-11 as per IS 15778
-
-
-
15 mm n.size
18
-
-
20 mm n.size
18
-
-
25 mm n.size
36
-
-
32 mm n.size
75
-
-
40 mm n.size
30
-
-
NOTE:- 1) The rate shall also include for uPVC 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 consealed cPVC pipes provided for PH work will be measured under this item (Except flush pipes for Urinals & WC)
-
-
-
Supplying, fixing & concealing on wall / beams / colums etc. 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 CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply conforming to IS 15778 with ISI mark or equivalent of approved make as per relevant standards. ii) Laying and concealing the pipe and specials for water supply by cutting / making 75 mm X 75 mm grove on the wall, fixing the pipe using metal straps wherever required and filling the grove 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, preperation 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 to a hydraulic pressure as per manufacturers cataglouge for leak proof joint or as per relavant code
-
-
-
Pipes and Fittings SDR-11 as per IS 15778
-
-
-
15 mm n.size
18
-
-
20 mm n.size
18
-
-
25 mm n.size
60
-
-
32 mm n.size
90
-
-
NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / PP-R/PVC/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 (Except flush pipes for Urinals& WC) 4) The scope of work does not cover the Geyser (inlet & outlet) connections.
-
-
-
Providing and Fixing Ball valve as per relevant IS of approved make suitable for pipe pressure class, with body of bronze and ball & stem of stainless steel of approved make with fittings and materials for connectivity and labour making water proof joints, including cost of jointing material and cPVC specials if required and testing the joints etc. complete all as per directions of EIC.
-
-
-
15 mm
2
-
-
20 mm
2
-
-
25 mm
6
-
-
32 mm
12
-
-
40 mm
1
-
-
50 mm
1
-
-
1) All ball valves provided for PH work shall be measured under this item
2) Solar hot water supply and valve control system not considered in the above quantity.
-
-
-
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 Specials, if required, testing the joints as per I.S. recommendations all complete as per specification and as directed.
-
-
-
32 mm dia
3
-
-
50 mm dia.
1
-
-
65 mm dia.
1
-
-
Supplying & fixing following size C.P brass Coupling with approved quality C.P brass Mosquito proof jalli including providing cPVC specials, if required for fixing the coupling, jointing materials such as teflon tape etc. complete as specified & directed for overflow / vent pipe of water tank.
-
-
-
65 mm dia.
1
-
-
50 mm dia
12
-
-
32 mm dia
1
-
-
25 mm dia.
1
-
-
Providing and fixing in position Heavy pattern screw down gun metal copper alloy Gate VALVES of H.B/ZOLOTO make confirming to IS:778 with hand wheels at top including testing for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc., as per specification.
-
-
-
25 mm n. b.
1
-
-
32 mm n.b.
6
-
-
40 mm n.b.
1
-
-
50 mm n. b.
6
-
-
Providing & fixing and Jointing to pipe work of following dia. Cast Iron / Spheroidal Graphite (SG) Iron D/F PN 1.0 class Sluice valve/gate valve of approved Make with IS mark & as per IS 14846 : 2000 (including all hardware and packing) water works quality, having non-rising spindle with hand wheel, spindle of stainless steel as per requirement, testing the joints and valves to a hydraulic pressure as mentioned all as per the specification and as directed, Including fixing of structural steel if required.
-
-
-
50 mm for 60.32 NB cPVC, ASTM Pipe ( Sch.40).
6
-
-
65 mm for 73.02 NB cPVC, ASTM Pipe ( Sch.40).
1
-
-
Providing, instaling, fixing, connecting, testing 74 micron Super Flow - Screen filter, of M/s. Jain Irrigation Systems Ltd., of following Model Nos, fitted with pressure gauge, water drain and emptying plug etc all as per specifications, drawings and as directed by EIC.
Note: 1. Threaded fittings of CPVC shall be of Brass Threaded only. 2. All Super Flow Plus filter provided for PH work will be measured under this item
-
-
-
For 32 mm dia cPVC pipe DJPSF12, Max. working pressure = 10 kg/cm², Flow rate = 12 m³/hr, Inlet/Outlet Connection = 32 mm
6
-
-
For 50 mm dia cPVC pipe DJPSF12, Max. working pressure = 10 kg/cm², Flow rate = 25 m³/hr, Inlet/Outlet Connection = 50 mm
1
-
-
Supplying, fabricating and fixing in position structural steel of angle, joists, channel, I Beam, plain / chequered plates for monorail / MS gates / supports of required size including cutting, fabricating, welding, erecting in position including supplying & fixing embedded parts for fixing monorail / supports in concrete, including painting with two coats of approved synthetic enamel paint over a coat of zinc cromate red oxide primer all complete all as per specification and as directed by the Engineer in Charge
-
-
-
Using angle, sloted angles, Joists/ 'I' beam, Channel Extruded Hollow sections such as SHS, RHS etc.
1
-
-
Supplying & fixing following Stainless Steel (grade 304L) spool pieces of 20mm to 300mm diameter having flange on one / both sides (Table E) with flange hole, 450 mm or standard available length, providing 3D x 3D and 4 mm thick stainless steel puddle plate (minimum 150mm x 150mm) welded to it where D is the outer diameter of pipe including cutting the plate to required shape and fixing in the reinforcement at the center of RCC wall / slab including cutting the form work provided for concrete at required level, height etc. Complete all as E.I.C. per specifications and as directed
1
-
-
Construction of brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 230 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset all round, including racking out joints & plastering in cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP) Frame and cover all as per specifications and directions of the E.I.C. all complete.
NOTE: Frame and Cover shall be paid under relevant item
-
-
-
Chamber measuring 0.45 mtr. X 0.45 mtr. for an initial depth of 600 mm (Clear internal dimension
3
-
-
Providing GRP/FRP composite Mosquito proof hinged cover of 530mm dia with frame (Having loading capacity not less than 500 Kg) of 'EVERLAST' having suitable locking arrangement for Manhole opening of water tank, fixing the cover by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with cement mortar 1:1 by adding approved water proofing compound @ 2% by weight of cement, all complete as per specification and as directed by EIC.
1
-
-
Providing, hoisting and installing at required elevation Rotational moulded polyethylene cylindrical vertical storage tanks with BIS mark confirming to IS 12701-1996 of Sintex make (with BIS mark) and of below said capacity with suitable municipal approved cover at top with proper locking arrangement including the cost of hoisting the tank carefully to the required elevation without causing any damage, labour charges for making required number of holes for inlet, required number of outlets to each tank, required number of vent pipe outlets to each tank and overflow outlets in the Sintex tank with out causing any damage to Sintex tank , including cost of providing all required CPVC/GI/ UPVC/PPR specials, fixtures, fittings, tank connectors, adopters, union etc., providing and fixing required numbers of flexible PVC pipe/ polymer reinforced thermoplastic hoses suitable for Suction/ delivery lines of agricultural pumps confirming to IS 15265 : 2003 of Kissan Brand Heavy Grade suction/delivery hose to inlets & outlets having dia
suitable for connecting to 50 mm nominal size CPVC/ 50 mm n.b GI water supply line, having length (flexible pipe) of up to 0.7 Metre/ required shorter length in respect of each inlet & outlet
connection of tank including the cost of providing appropriate S.S clamps, CPVC/ GI/ UPVC/ PPR required adopters/ fittings/ fixtures/ specials for connecting flexible hose with G.I/ CPVC/PPR
pipes, including providing CPVC/ GI/ UPVC/ PPR union on both sides of flexible pipe for easy installation and for easy removal for maintenance without causing any damage to Sintex tank.,ensuring all joints are completely leak proof ,providing full support to the base of flexible pipe/hose with appropriate arrangement to support the entire length & base of flexible pipe to avoid any sagging of flexible pipe and to avoid any damage to Sintex tank due to sagging of flexible pipe (The work of providing appropriate supporting
arrangement for the entire length/ base of flexible pipe will be measured paid under the relevant other item of contract), including cost of providing required number of CPVC tank connector for
overflow pipe & vent pipe suitable for connecting with 50 mm nominal size CPVC pipe etc complete all as directed by the Engineer in charge. (The CPVC/ GI pipes along with specials, fittings and fixtures provided will be measured in length (along the centre line of pipe line) under the scope of other relevent items. However this item includes the cost of providing flexible pipes and
the additional cost if any involved in providing specials, fixures and fittings in respect of whole of this item)
-
-
-
Providing 1000 litres capacity CCWS 100.01 model water tank
3
-
-
Making flanged joints for GI/ PPR/ PVC/ UPVC/ CPVC / HDPE pipes and specials including providing following dia. GI/ PPR/ PVC/ UPVC/ CPVC/ HDPE heavy quality flanges with holes drilled to IS standard, making flanged joints including all jointing malerial like appropriate collar / neck piece, SBR Gasket, M.S. bolts & nuts of suitable size etc complele, including testing joints hydraulically to a pressure & duration as specified alongwith the pipeline and rectification of leaky joints if any, and making connection with existing /new pipeline work, all as per specifications and as directed by the Engineer-In-Charge.
-
-
-
40 mm dia and above upto 110mm dia
1
-
-
with providing Double new flange of DI/GI/MS 40 mm dia and above upto 110mm dia
1
-
-
only jointing (without providing flange ) 40 mm dia and above upto 110mm dia
1
-
-
Note: All Flange joints for PH workes will be paid under this item
-
-
-
Internal Drainage system.
-
-
-
Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, antisyphonege, 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 Grade-B laid in floor & on Exposed faces of wall of Supreme make
ii) Fixing the pipeline vertically by Metal clamps with rubber seal of Supreme make Cat. No. SWRMCR 1 to 6.
iii) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line.
iv) Laying the pipe below floor / ground to proper slope and gradient for making connections of soil / waste water pipe line with inspection chamber or Manhole, including the cost of cement mortar, cement concrete, water proofing compound etc.
v) Jointing the pipe with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Giving water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at consealed locations.
vi) Necessary cutting to the required length including short pieces, fittings with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, cleaning pipe, single & double Y, vent cowl, gaskets, offsets, Tank / WC connectors etc.
-
-
-
For Soil & waste and Vent pipe lines
-
-
-
50 mm dia.
10
-
-
75 mm dia.
27
-
-
110 mm dia.
210
-
-
160 mm dia.
10
-
-
Supplying,fixing & concealing on walls / beams / columns etc. the following sizes uPVC Pipes & Fittings of specified class consisting following items of work:-
i) Supplying uPVC pipes conforming to IS 4985 and uPVC moulded plain / threaded fittings conforming to IS 7834 for waste water pipe line of SUPREME' make with ISI mark / equivalent approvals as per relevant standards. ii) Laying and concealing the pipe and specials for waste water by cutting / making 75 mm X 75 mm grove on the wall, fixing the pipe using metal straps wherever required and filling the grove 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, preperation 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.
-
-
-
For Urinal/wash basin/ Sink waste. (10kg Pressure)
-
-
-
32 mm dia.
10
-
-
40 mm dia.
10
-
-
50 mm dia.
45
-
-
75 mm dia.
10
-
-
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. all complete as per specification and as directed by EIC.
-
-
-
Multifloor trap of 110 x 75 x 50 size of Supreme make Cat No. NSPHMTS04L / NSPHMT005L and 3pc top tile & flush strainer, mat finish of Supreme make Cat No. NSPHTT201L/NSPHTT200L.
9
-
-
Plain floor trap
1
-
-
Providing uPVC cleanouts of following sizes and fixing along the uPVC Waste / soil pipe lines laid below the floor for inspection / choke removal including the cost of jointing materials. NOTE: uPVC specials/fittings used for fixing the cleanous shall be paid under the relevant item )
-
-
-
110 mm
1
-
-
75 mm
1
-
-
"Providing 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 with cement mortar 1:2 mixed with water proofing compound and forming the proper shape and grade and 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. all complete as specified and as directed by the Engineer-in-charge.
NOTE: For fixing HDPE sheet on RCC / Cement Concrete bottom surface shall be sticked watertite by synthatic glue as per manufacturers recomandation (Glue type as per manufacturers recomandation). Top potion shall be spread with approved synthetic glue and fine 0.5mm sand shall be spinkled over it and allowed to be dried. after drying it is to be embaded using cement morter 1:2 as per required shape and form."
-
-
-
450 x 450 mm size HDPE sheet Flashing fabricated from 8mm HDPE sheet and PN 6 grade 160 mm dia HDPE pipe
16
-
-
Providing and fixing Stainless steel Dome mesh fabricated by welding from 2mm dia 304L grade stainless steel wire for PVC rain water pipes (sheet flashings), with 5mm x 10mm L base ring of 0.5mm thickness 304L grade Stainless steel. L ring to be embaded in waterproofing & dom to be placed on it,including the cost of fixing material etc. all complete as specified and as directed by the E.I.C.
-
-
-
Half Spherical Dome having opening 5 to 10 mm of 160 mm ID
16
-
-
Providing and fixing UPVC Reducer 160 x 110 of 6Kg Class (As per IS:4985) and Approved Make to facilitate conecting 160 mm HDPE sheet flashing to 110 mm SWR rain water downtake, as per drawing, specification and as directed by EIC
16
-
-
Providing uPVC Gully Trap of 150 X 100 mm size with 100 mm outlet with Grating of approved Make, placing at correct position, embedding in cement concrete 1:2:4, 100 mm thick alround complete.
1
-
-
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 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 approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame.
-
-
-
Construction of 300 X 300 mm size Gully Trap chamber including Providing & fixing Gully Trap with frame & cover all complete.
3
-
-
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 cement solvent / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc
-
-
-
For Sewer line and Storm water Drains
-
-
-
110 mm DN (SN 8kN/m²-SDR34)
30
-
-
160 mm DN (SN 8kN/m²-SDR34)
30
-
-
NOTE FOR INSPECTION CHAMBER & MANHOLE
i) Depth of Manhole / 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 of sizes mentioned in the item shall be measured from finished plastered surfaces.
iii) 1:2:3 grade concrete for fixing frame & cover ( ie., for capping & bed block or bearing course ) and CM 1:2 for plastering & fixing shall be paid separately in relevant item.
iv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter.
v) 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.
vi) 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.
-
-
-
"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.
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 alround, tapering the longitudinal walls to a height of 450 mm from top of chamber cover to obtain an internal dimension of 900 X 450mm 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 iii) Making benching and haunching in cement concreteof 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." v) Making ramp, connecting incoming & outgoing sewers & U-channel (Upto initial depth of 600 mm between the inverts of incoming & outgoing sewers) of height and width not less than the branch pipe dia. in CC 1:2:4, plastering 20 mm thick in CM 1:3, finished smooth with a floating coat of neat cement all complete. NOTE:-
Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover, CC of grade 1:2:4, plastering in C.M 1:2 on exposed surfaces of bed block & capping,making smooth cement finish etc. will be paid under relevant item.
-
-
-
Inspection chamber of internal sizes 900 mm X 600 mm at bottom and 900 mm X 450 mm at top for an initial depth of 600mm.
6
-
-
Extra over above item for depth beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed.
3
-
-
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 or as per manufacturer's recommendation on internal and external surfaces, internal surfaces and channel finished smooth with floating coat of neat cement and external surfaces finished rough with wooden float including making ramp, connecting incoming & outgoing sewers & U-channel (Upto initial depth of 600 mm between the inverts of incoming & outgoing sewers) of height and width not less than branch pipe dia. in CC 1:2:4, plastering 20 mm thick in CM 1:3, finished smooth with a floating coat of neat cement all complete.
NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover, CC of grade 1:2:4, plastering in C.M 1:2 on exposed surfaces of bed block & capping, making smooth cement finish etc. will be paid under relevant item.
-
-
-
Top internal dia 530 / 560 mm to suit MD, HD & EHD cover
1
-
-
Extra over above Item for additional depth of Chamber upto 3.0 m.
1
-
-
Making drop connection where difference in inverts of incoming & outgoing sewers exceeds 600 mm 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.
NOTE:-
1) The depth of drop connection shall be measured vertically from the inverts of the incoming & out going sewers. sewers.
2) CC and form work for encasing will be measured and paid under relevant item.
3) Cement concrete, plastering etc. for making connection upto initial depth shall be paid under relevant item.
-
-
-
160 mm DN (SN 8kN/m²-SDR34)
1
-
-
Providing & fixing precast EVERLAST Composite Covers / Gratings approved by Competent authority / E.I.C, tested as per IS:1726 including the 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.
NOTE: Shade and Colour and design pattern to be get approved from Engineer-in-Charge.
-
-
-
Rectangular Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover size 910 x 450mm
6
-
-
Circular Heavy duty (Grade HD-20 Designation as per IS:1726) frame and cover clear internal dia. 530mm
1
-
-
Square Heavy duty (Grade HD - 20 designation as per IS:1726) frame and cover suitable for 450 x 450mm (Clear) valve chambers.
3
-
-
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 EIC.
-
-
-
PCC 1:3:6 in bed concrete, pedestal, encasing etc.
6
-
-
PCC 1:2:4 in bed concrete, pedestal, encasing etc.
6
-
-
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
18
-
-
Note: Pre Dispatch inspection & testing of following items is envisaged at manufacturer's work. The waiver for pre dispatch inspection, due to any reason, shall be at discretion of Competent authority.
1.Distribution boards 2.Wires
3.Lighting Luminaries
4.Ceiling Fan
5.Cat-6 cables
6.Elevators
-
-
-
DISTRIBUTION BOARDS
-
-
-
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), MCCB, wireway box etc. & all as per drawings (G.A. & fabrication drawing to be got approved) and specifications relevant IS & instruction of Engineer-in-charge.
-
-
-
4 WayPPI (Seven segment)DB with following,
1) 63A Four pole(FP), 30mA RCBO -1 No. Incomer
2) 63A, 30mA, DP RCCB -3 No. 2) 6A to 25A SP MCB – 12 nos. 3) 8 way brass neutral link -- 3 set 4) 8 way brass earth link -- 3 set Note: The circuit wiring in DB shall be as shown in drg.
11
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SPN MCB fabricated DB for housing following,
1) 16A Two pole(DP), 30mA RCBO -1 No. Incomer timer and 12A contactor
2) 6A to 25A SP MCB – 8 nos. 3) 8 way brass neutral link -- 2 set 4) 8 way brass earth link -- 2 set Note: The circuit wiring in DB shall be as shown in drg.
3
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POINT WIRING AND SUBMAIN WIRING
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Point wiring in PVC (HMS variety) conduits : Point wiring for following points with 1.1 KV grade FRLS PVC insulated multistranded copper conductor wire, HMS conduits of 25 to 40 mm dia PVC conduits, switches sockets, modular boxes, termination, cover plates etc as per specifications and drawings and as per instructions of E-I-C and as detailed below
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Primary Switch Box/Out door lighting DB point
28
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3 No. 2.5 sqmm wires(P, N & E) from DB to the Lighting switch board and to additional switches/sockets looping, if any in the same box in same circuit point.
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Secondary Switch Box point
13
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3 No. 2.5 sqmm wires(P, N & E) from a switchbox to the Lighting switch board and to additional switches/sockets looping, if any in the same box in same circuit point.
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Primary Light point
86
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2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From Switch box to the light point including 6 A switchwith, ceiling rose or angle/batton holder as per drawing. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.
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Secondary Light point
38
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2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From one light point to another including ceiling rose or angle/batton holder as per drawing. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.
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Primary street light / outdoor light point
10
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2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From DB to the wall mounted Street light point including required accesories as per drawing. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.
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Secondary street light/ outdoor light point
21
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2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From one light point to another including required accesories as per drawing as per drawing. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.
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Exhaust Fan point
27
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2 No. 1.5 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from Switch box to the ex. fan point point along with 6 A switch, 6A Socket(near by Exhaust fan). Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.
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Ceiling Fan point
31
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2 No. 1.5 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from Switch box to the fan point point along with 6 A switch & 5 step regulator. Note: Neutral wire can be laid from the nearest light/fan point of the same circuit.
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Primary Power point
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3 No. 2.5 sqmm wires(P, N & E) from DB to the power point along with 16A switches and 16 A universal socket
24
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Primary Power Point with one No. 16A switch and 1 No 16 A universal socket
24
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Secondary Power point
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3 No. 2.5 sqmm wires(P, N & E) from power point to the secondary power point along with 1 No. 16A switches and 1 No16 A universal sockets
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Primary Computer Switchboard point
11
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3 No. 2.5 sqmm wires(P, N & E) from DB to the switchbox along with 4 Nos 6A switches and 4 Nos 6 A shuttered socket
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Secondary Computer Switchboard point
9
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3 No. 2.5 sqmm wiresone switchbox to another along with 4 Nos 6A switches and 4 Nos 6 A shuttered socket
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AC point
1
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2 No. 4 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from DB to the AC point through & including 1 No. 20A DP MCB(10 kA breaking capacity) in metal box(at operating height) to 20 A 3 pin metal clad socket with plug top near to AC.
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Power Socket point
1
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2 No. 4 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from DB to the Metal Clad Socket including 20 A 3 pin metal clad socket along with 20A SP MCB with plug top.
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Geyser point
1
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2 No. 4 sq.mm for P& N, & 1 No. 2.5 sqmm for earth wire from DB to the Geyser point through & including 1 No. 20A DP MCB(10 kA breaking capacity) in metal box out side tiolet(at operating height) to 20 A 3 pin metal clad socket(Industrial type)with top near to Geyser(inside toilet).
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EARTHING & LIGHTNING PROTECTION
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EARTHING SYSTEM: MAINTENANCE FREE EARTHING SYSTEM : Supply,installation,testing & commissioning of maintenance free earthing system & associated works, etc. complete as per specifications & instructions of E-I-C.
30
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Providing and making earth station comprising of 17 mm dia 3m long earthing electrode of high tensile low carbon steel rod molecularly bonded 250 micron copper coating on the outer surface, UL listed, filling bore with suitable earth enhancement compound as per IEC 62561-7 & manufacturer's standard, surrounding the earth electrode complete with all required materials & instructions of EIC. Providing & making concrete chamber (1:2:4) of size 600 x 600 x 600 mm (inside dimension) with 10 mm thick MS hinged cover mounted on 40 x 40 x 5 mm thick angle iron frame as per instructions of EIC. The date of testing and earth resistance value shall be written on the cover with black base with yellow paint.
Note: The scope includes :- 1) Installation of earth rods including making pit/ drilling suitable size bore holes in normal soil/ hard rock as per manufacturer's recommendations & design. 2) Exothermic welding of joints between earth electrode & GI / tinned Cu strip and between GI / tinned Cu strips, used for interconnection of earth electrodes.
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Supply, installation, testing & commissioning following heavily hot dipped GI earth 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, 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. Note excavation for this item measured seperately & conductor used as down conductors.
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50 X 6 mm GI strip for earth mat and earthing
4300
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25 X 6 mm GI strip with insulators for lightning protection
660
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25 X 3 mm GI strip
300
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TELEPHONE and Network SYSTEM
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Telephone Point Wiring: Point wiring with 4 pair CAT-6 wires copper conductor PVC insulated, in 25 mm dia rigid PVC conduit (concealed in slab /wall or complete with all conduit accessories, RJ-11 telephone socket outlets with shutter in a box with connector, ferrule numbers on both side of the circuits all terminations with ferrule /lugs if required, modular box at one end, 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.
20
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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.
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20 pair telephone tag box :
A set consisting of :
1) Disconnection module 2 /10 -- 2 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
3
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Network Point Wiring: Point wiring with 4 pair CAT-6 wires copper conductor PVC insulated, in 25 mm dia rigid PVC conduit (concealed in slab /wall or complete with all conduit accessories, including RJ-45 Network socket outlets with shutter in a box with connector, ferrule numbers on both side of the circuits all terminations with ferrule /lugs if required, modular box at one end, labelling all as per drawing specifications & as per instructions of E-I-C. NOTE: 1. Point wiring means 4 pair CAT-6 wires from Network JB Block to assigned point including end termination at both sides and RJ45 socket at one end with connector in a box
20
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MISCELLENEOUS ITEMS
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MS Fabrication :
Supply, fabrication and installation of supports using MS channel/angle / flat/ MS rod hangers etc.including painting with two coats of primer and two coats of epoxy paint of approved shade as per instructions of EIC.
100
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Supply, installation of GI pipe of B class sleeves in beams/column/slab for passing electrical cables/conduit as per instruction of E-I-C.
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40 mm dia
10
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80 mm dia
10
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Supply & installation of 300 mm dia heavy duty RCC Hume pipe of class 'NP3' to be laid in ground/from concrete cable trench to ground, for passing of cables with necessary joints, concrete supports. Scope includes escavation below ground level in all types of soil/concrete road cutting/foot path cutting, nallah cutting /any RCC wall/floor cutting including back filling, dewatering, consolidation, reinstatement of excess earth within the radius of 500 m and original,disposal making good to the original finish etc. spare space of hume pipes after cable laying and spares hume pipes shall be sealed properly with fireproof materials.
220
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Supply, fixing & installation of pre mixed & ready to use M/s. HILTI make firestop foam CP 620 in 300ml bottle for sealing openings in electrical shafts, Telephone shaft, raceways & cutouts, hump pipes & where ever required & as per instruction of EIC.
3
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Supply, fixing & installation of pre mixed & ready to use M/s. HILTI make firestop mortar CP 636 for sealing openings in electrical shafts, Telephone shaft, raceways & cutouts, hume pipes & where ever required & as per instruction of EIC.
12
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LIGHT, LUMINAIRES, CEILING FANS, ETC.
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Light Luminaires & Fittings: Supply, installation, testing & commissioning of following luminaires as per drawing, specifications & as per the instruction of E.I.C.
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LED Surface Mounted 2000 Lumen O/P Luminaire Similar to M/s Philips Cat. No. BN308C LED20S-6500CCT L120 PSU WH Batten or Equivalent Approved
10
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LED Surface Mounted 4000 Lumen O/P Luminaire Similar to M/s Philips Cat. No. BN308C LED40S-6500CCT L120 PSU WH Batten or Equivalent Approved
90
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LED bracket mounted streetlight fixture IP 66, 7000 lumens system output similar to M/s Philips BRP410 LED CW 072 MR FG SI PSU GR or Equivalent Approved
31
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LED surface mounted bulkhead luminaire fitting having 600 lumen output similar to M/s Philips cat no. WT202 W LED 6S CW PSU S2 PC or equivalent approved.
2
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LED floodlight fixture IP 66, 7000 lumens system output similar to M/s Philips BVP120 LED 70CW NB FG S1 PSU or Equivalent Approved
22
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10W, 1x 2ft LED Tube light fitting + mounting accessories
3
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Exhaust Fans:
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Supply, installation, testing & commissioning of 225 mm dia , casette type 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 and fixing arrangement in window/wall as per instructions of EIC.
3
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Supply, installation, testing & commissioning of 450 mm dia , Singe phase, Heavy duty exhaust fans complete with blades, motor, luvers, scope includes supply of 3C copper 1.5 sq.mm. flexible chord of suitable length with fixing arrangement in window/wall as per instructions of EIC.
27
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Ceiling Fans :
Supply, installation, testing & comissioning of following ceiling fans as per specification and instructions of E I C
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1400mm sweep ceiling fan
31
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Fan Hook Boxes
Supply, installation, testing of concealed fan hook boxes of size 150 x 150 x 75 mm deep fabricated out of 2mm thick M.S CRCA sheet with 12.5 mm dia M.S tested rod hook with brass earthing stud & welded nut from inside and 2mm thick round M.S cover plate overlapping by 15 mm, including red oxide and two coats of white synthetic enamel paints and brass chromium plated screws and cup washers for fixing and all as per conceptional drawing enclosed & instruction of Engineer-in-charge (Sample box with cover to be got approved before fabrication including the fabricator)
18
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