Indira Gandhi Centre For Atomic Research Tender
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Indira Gandhi Centre For Atomic Research - IGCAR Tender
Civil And Construction
Building Construction
Eprocure
Opening Date31 Jul 2024
Closing Date12 Aug 2024
Tender Amount₹ 3,04,54,000
Costs
EMD
₹ 6,09,080Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IGCAR_819147_1Bid Award Id
ViewTender No
CEG/IGC/2007/2024Tender Authority
Indira Gandhi Centre For Atomic Research ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
Undertaking and form of tender
Forms A C D F G H for filling and uploading
BOQ Items
Supplying and filling the selected earth from outside of DAE installation (with a lead of 28 kilometres), including excavation from borrow pits if any required, filling in layer of not more than 150mm thick, each layer well rammed and consolidated by mechanical roller including water consolidation etc., levelling, dressing the top surface to the required level, complying with standard specification and as directed by the Engineer-in-charge. Note: Proper Trip sheet records shall be maintained for bringing the earth through DAE main gate with security stamp duly signed by Departmental Engineer.
190
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-
Conveying the surplus excavated earth & debris, boulders and spoil by mechanical means and depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge.
Note: 1) The rates in respect of this Item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of Rock from the corresponding Stack / Truck measurements.
2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road.
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Lead charges for lead Exceeding 4 kilometre but not exceeding 5 kilometre
230
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Earthwork in excavation necessary for construction of roadway including dressing, trimming and compaction the cut formation in accordance with requirements of lines, levels, cross fall etc. all complete as per specifications and disposal of all cut surplus / unsuitable materials and stacking of suitable materials with all lifts and lead upto 1000metres as per clause 301 of MoRT&H specification for road and bridge works (5th revision or latest) and as directed by the Engineer-in-charge.
90
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-
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (5th Revision or latest) and as directed by the Engineer-in-Charge.
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for Grading-I material
110
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Supplying and injecting with approved quality chemical emulsion at the rate 1:29 ratio (1 part of chemical and 29 parts of water) and concentrations as per IS 6313-2001 Part II for preconstructional anti termite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all complete as per specification / IS 6313:2001 and direction of Engineer-in-charge. Only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 6 years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee.
285
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-
Providing and placing in situ controlled cement concrete of grade & total minimum cementitious content as specified (cement + fly ash) for kg/Cu.m, using OPC conforming to IS 269-2015 or latest edition and with required fly ash conforming to IS 3812 Part -I / ASTM C-618 Class F. Fly ash should be blended at site such that fly ash content should not exceed 20 % by weight of total cementitious content using 20mm nominal size graded hard stone aggregate obtained from approved quarry mechanical mixing/Ready mix supply plant mixing, transporting/transporting by Transit Mixers, pumping using Concrete pumps/ placing with crane buckets etc., at all levels, lifts & all structural elements including centering and shuttering, dewatering wherever necessary, including compacting, finishing top surface to level, curing (For a period of at least 10 days), etc. complete as directed by the Engineer-in-charge at levels for the items mentioned below. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates with maximum size of aggregate not exceeding 20 mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and shall be washed in water to remove finer particles, the micro fines particles of size less than 75 micron should be less than 7%) (Zone I / II) conforming to IS 383 – 2016 or latest edition. Note:- 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility.
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
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M20 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 320kg/cum of concrete and minimum cement content of 256 Kg/cum of concrete at all levels.
60
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-
Supplying and placing in situ Controlled Reinforced cement concrete of grade & total minimum cementitious content as specified (cement + fly ash) for kg/Cu. M, using OPC conforming to IS 269-2015 or latest edition and with required fly ash conforming to IS 3812 Part -I / ASTM C-618 Class F. Fly ash should be blended at site such that fly ash content should not exceed 20% by weight of total cementitious content. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates withmaximum size of aggregate not exceeding 20 mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and should be washed in water to remove finer particles, the micro fines particles of size less than 75 micron shall be less than 7%) (Zone I /II) conforming to IS 383 – 2016. The cost includes weigh batching, required chemical admixtures, mechanical mixing/Ready mix supply plant mixing, transporting/transporting by Transit Mixers, pumping using Concrete pumps/ placing with crane buckets etc., at all levels, lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other & all structural elements including dewatering wherever necessary, including compacting, finishing, curing (For a period of at least 10 days), providing construction / contraction / expansion joints, pour strips etc. but excluding centering, shuttering and reinforcement (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge. Rate to include all materials, labour, tools /tackles, plant and equipment, supervision, etc. complete. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
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M30 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 380kg/cum of concrete and minimum cement content of 304Kg/cum of concrete as mentioned above for levels Up to FFL
190
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M30 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 380kg/cum of concrete and minimum cement content of 304Kg/cum of concrete as mentioned above for level Above FFL
328
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Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted.
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Centering and shuttering as mentioned in Item.9 for levels upto FFL
360
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Centering and shuttering as mentioned in Item.9 for levels above FFL
2480
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Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500D grade steel conforming to IS:1786 'SAIL or VIZAG or approved equivalent make' and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by the Engineer-in-charge at all lifts. Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Point 7 of Section VIII, General Information for Guidance of Tenderers.
70
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Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment’s/pipe and sleeves/penetration etc. using MS angles, channels, I-sections, plates, tees, flats, rounds, square sections etc. including chamfering and rounding off the edges, providing and applying painting Two coats of polyuerthane paint on steel surface and other required internal surface at all levels with Apcothane CF 675 PU 240 Nickel Grey paint of Asian or approved brand, colour and manufacturer to give and even shade including one under coat of suitable Epoxy/PU primer, preparation of the surfaces, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge.
Note: Lifting device arrangements if any required shall also be arranged by the contractor at his own cost.
1
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Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like trusses, purlins etc. using MS hollow / circular / square / rectangular tubular sections including chamfering and rounding off the edges, providing and applying painting Two coats of polyuerthane paint on steel surface and other required internal surface at all levels with Apcothane CF 675 PU 240 Nickel Grey paint of Asian or approved brand, colour and manufacturer to give and even shade including one under coat of suitable Epoxy/PU primer, preparation of the surfaces, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge.
Note: Lifting device arrangements if any required also arranged by the contractor at his own cost.
0.75
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Providing and laying plain cement concrete 1:2:4 using 20mm maximum size graded aggregates and crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications.
10
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Providing and constructing brick masonry at all lifts using well cured flyash brick work in cement mortar 1:6 using crushed stone sand including scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following floors.
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for Basement and Ground Floor
85
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First floor
50
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Second floor
41
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Providing and constructing at all floors and lifts 115mm thick well cured flyash brick work in cement mortar 1:4 using crushed stone sand and using well burnt stock bricks including providing and placing in position 2 nos of 8mm dia rods at every 4th layer, scaffolding, curing, racking out the joint on both faces etc. complete all as per specification and as directed by the Engineer-in-Charge.
-
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for Basement and Ground Floor
2.5
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First floor
40
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Second floor
10
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Providing plastering to the internal surfaces of brickwork/concrete at all elevations in cement mortar 1:5 using crushed stone sand, 12mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
1100
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Providing plastering to the external surfaces of brickwork/concrete at all elevations in cement mortar 1:5 using crushed stone sand, 15mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
150
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Providing plastering to the external surfaces of brickwork/concrete at all elevations in cement mortar 1:5 using crushed stone sand, 20mm thick, admixed with CERA CRYSTALLINE INTEGRAL or approved equivalent at 400gms per bag of cement or equivalent water proofing chemical as approved with ratio as per manufacturer recommendation and including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
575
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Providing and applying painting Two coats at all levels with premium Plastic emulsion paint (Asian or Equivalent approved brand, colour and manufacturer) to give an even shade including one under coat of cement primer, applying putty, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
2700
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Providing and applying white cement based wall putty (Birla wall care or approved equivalent) over concrete or plastered surface two or more coat to get uniform surface free from undulation including clearing complete all as directed by the Engineer-in-Charge.
230
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Providing and applying painting Two coats at all levels with Acrylic emulsion paint (ACE or Equivalent approved brand, colour and manufacturer) to give an even shade including one under coat of suitable primer, applying putty, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
600
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Providing and applying on external surfaces Acrylic based textured paint (Renova or other approved equivalent brand and manufacturer) of approved colour, textured pattern, horizontal and vertical groove if required on plastered surfaces with two coats of external emulsion paint over under coat textured paint including preparation of the surfaces, scaffolding, cleaning the surfaces complete at all level and as directed by the Engineer-in-Charge. Note: The work should be executed by an approved agency. The texture pattern sample has to be got approved before bulk purchasing. The rate shall be included of textured paint one coat and Apex Acrylic emulsion paint two coats with required primer as applicable. (APEX or Equivalent approved brand, colour and manufacturer.)
625
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Providing, fabricating and fixing hand rail using 304 grade Stainless Steel pipes, Square sections etc. of approved size and make and quality by cutting to required size, welding, brushed mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications complete. A sample to be fabricated and to be got approved by the Engineer-in-Charge before starting of work at site. This work to be executed through approved specialized agency.
300
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Supplying, fabricating, installing, placing and securing in position mild steel grills for windows comprising of square bars / MS flats as per detailed drawing including cutting, bending to shape, welding, painting as specified in note with approved colour complete all as per specification and drawings. Note: (i) Painting:
a) Epoxy primer - 2 coats (Before and after erection
b) Micaceous iron oxide - 1 coat.
c) Chlorinated rubber based paint - 2 coats (Finish paint)
300
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Providing 40mm thick concrete flooring with metallic concrete hardner topping at all levels and floors consisting of underlayer of 35mm thick cement concrete 1:1:2 (1 part Cement : 1 part Fine aggregate : 2 part Coarse aggregate of 12.5mm and below size) by volume & top layer of 15mm thick 1:2 mix (1 part cement with metallic hardener of Hardonate / Ironite or approved equivalent : 2 parts of stone aggregate of 6mm nominal size by volume) (metallic hardener and cement mixed ratio is 1:4) prepared as per manufacturer's instructions including chipping the concrete surface, curing, finishing using power trowel, curing, providing contraction joint cutting by saw cutting, filling the joint with required approved sealent as specified by Engineer-in-charge, cleaning the surface neatly at the time of handing over the area etc. complete all as per specifications and drawings.
480
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Providing and laying 25mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4, using 10mm and below size hard broken granite stone jelly and crushed stone sand including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, cleaning the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer-in-charge.
35
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Providing cement plaster skirting in cement mortar 1:3 using crushed stone sand, 18mm thick finished with a floating coat of neat cement including curing, making uniform height, cleaning the surface neatly at the time of handing over the area all as per specifications and as directed by the Engineer-in-charge.
22
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Providing and fixing 1st quality ceramic glazed floor/wall tiles confirming to IS 15622 of approved make in approved size, shade and colour (as approved by Engineer-in-charge), free from cracks, fissures & flakes with straight edges & perfect corners fixed at right angles as per design and pattern required over a bed of 20mm thick bed of cement mortar 1:4 using crushed stone sand (in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 using crushed stone sand), including machine / hand cutting to required size and shape, pointed neatly with white cement mixed with coloring pigment to match colour of tile, properly finished in all respects, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete.
Note: The sample tile shall be got approved by the Architect/Engineer before procurement.
-
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Anti skid ceramic tile in flooring (tile size of specified in drawing and as approved by Architecture) fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
40
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Digital Ceramic tiles In Dados and skirting (tile size of specified in drawing and as approved by Architecture) laid over 12mm thick backing in cement mortar 1:3 using crushed stone sand.
175
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Providing and fixing VITRIFIED floor tiles in different sizes with water absorption less that 0.08% and confirming to IS 15622 of Marbonite or approved make in all colours and shades in Glossy or Matt or satin finish (as required by Engineer-in-charge) laid over a bed of minimum 20mm thick bed of cement mortar 1:4 using crushed stone sand (in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 using crushed stone sand) including machine/hand cutting to required size & shape, grouting the joints with white cement mixed with coloring pigment to match colour of tile patterns, curing, cleaning the surface neatly at the time of handing over the area complete all as per drawings and specifications.
Note: The sample tile shall be got approved by the Architect/Engineer before procurement.
-
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In flooring, (tile size of specified in drawing and as approved by Architecture) fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
222
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In Dados and skirting laid over 12mm thick backing in cement mortar 1:3 using crushed stone sand.
16
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Providing and fixing PVC corner beading / nosing of approved quality and colour at the corners and edges of the ceramic tiles dadooing including finishing and embedding in the wall etc. complete all as directed by the Engineer-in-Charge.
32
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-
Providing and fixing 18mm thick white marble stone slab of approved colour and shade, table rubbed, edges rounded and polished of size 750 x 500mm deep (or size as directed by the Engineer-in-Charge) fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 using crushed stone sand and using 6mm nominal size aggregate and finished smooth complete all as per specification and as directed by the Engineer-in-Charge.
0.75
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-
Providing and laying approved quality flamed Granite slabs for flooring & Skirting of required size & specified colour, pattern and free from cracks, fissures & flakes with straight edges & perfect corners laid at right angles as per pattern over a bedding of cement mortar 1:4 using crushed stone sand, 20mm thick (or backing of cement mortar 1:3 using crushed stone sand, 12mm thick as mentioned below) pointed neatly with white cement mixed with coloring pigment to match colour of slab and finished in all respects, including machine / hand cutting to required size and shape, moulding and polishing of exposed edges, fixing stone to level and plumb, anti-skid grooves for steps, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete.
Note: The sample Granite slab shall be got approved by the Architect/Engineer before procurement.
-
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In landing, steps / step thread, 18mm thick Flamed Granite slab with anti-skid grooves of required pattering & moulding and polishing of exposed edges, fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand. The granite slab shall be single length to match step length.
85
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-
Providing and laying approved quality mirror polished Granite slabs for flooring & Skirting of required size & specified colour, pattern and free from cracks, fissures & flakes with straight edges & perfect corners laid at right angles as per pattern over a bedding of cement mortar 1:4 using crushed stone sand, 20mm thick (or backing of cement mortar 1:3 using crushed stone sand, 12mm thick as mentioned below) pointed neatly with white cement mixed with coloring pigment to match colour of slab and finished in all respects, including machine / hand cutting to required size and shape, moulding and polishing of exposed edges, fixing stone to level and plumb, anti-skid grooves for steps, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete.
Note: The sample Granite slab shall be got approved by the Architect/Engineer before procurement.
-
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In step risers 18mm thick Granite slab laid over 12mm thick backing in cement mortar 1:3 using crushed stone sand. The granite slab shall be single length to match step length.
33
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In flooring 18mm thick Granite slab fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
50
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-
Supplying, fitting, fixing in position 5mm thick Tinted colour Toughened glass of superior quality of Saint Gobain/Indo Asahi for sliding windows, fixed glazing works,etc., including putty,mastic,neoprane gasket,etc. complete as per drawing and specifications and as directed by the Engineer-in-charge.
83
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-
Providing and fixing anodized aluminium (Anodised transparent or dyed to required shade according to IS:1868 Minimum Anodic coating of grade AC 15) work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z Sections and other sections of approved make confirming to IS:733 and IS:1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required. (fittings, Glazing and panelling shall be paid for separately)
Note: 1) The rates for aluminium is inclusive of all fasteners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints. 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for.
2300
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-
Providing and fixing of Hollow metal steel door at all levels from certified Manufacturer. All hollow metal general doors with or without vision panel/louvers shall be of Pressed Galvanised steel Double or Single leaf to required sizes of approved make shakti Hormann or approved equivalent which consists of frame, shutter, infill and finish as detailed below and conforming to IS 277. Note: 1.Door frame shall be Single rebate profile of size 100 x 57 mm made out of 1.20mm thick galvanised steel sheet (18 gauge). Frames should be Mitered and field assembled with self tabs.Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement slurry if recommended on the clear masonary opening.Note: 2. Door leaf should be 46mm thick fully flush double skin door with or without vision panel as per requirement. Door leaf shall be manufactured from 0.8mm (22 guage) minimum thick galvanised steel sheet. The internal construction of the door should be rigid with steel stiffeners / pads and reinforcement. The infill material shall be resin bonded honeycomb core. All doors should be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hinges, mortice locks, and inculding door closer Make HARWIN or DAORMA. The edges should be interlocked with lock seam. For pair of doors astragals will be provided as required. 200x300mm Vision lite with 5mm thick clear toughened glass with sealant in each shutter wherever applicable should be as per joinery details with a screw on glass beeding on the inside. Louvers when recommended should be site proof and shall be flush fixed on the external surface. Note: 3). All doors and frames shall be finished with polyurethane aliphatic grade paint of approved colour. The door leaf and frame shall have passed minimum 250hours of salt spray test. Rate should include supply and installation of door and hardware set as mentioned in the door and hardware schedule and as directed by Engineer-in-Charge. The door shall be despatch after the apprval of the pre-despatch inspection by the Engineer.
Note 4) Hardware fittings for Double / Single Leaf Door : (i) Dorma BB4330 ss Ball Bearing Butt Hinges 100x75x3 (ii) Dorma Dead Lock Both side key cylinder (iii) Dorma SS 304 Grade Pull handle 22mm Dia Length 300mm Pair (iv) Dorma Door Closer TS 68 with standard arm silver finish (v) Ryobi Concealed Flush Bolt body RB 10 (vi) Rod for Ryobi Flush Bolt RB 10 length - 265mm (vii) Float glass clear 5mm thk w 200mm x H 300mm (viii) Single adhesive monarch seal 4mm.
Note: 5) Submission of shop Drawing is in the scope of cotractor. 6) Payment will be made based on clear structural openings. 7) Approval of door with respect to brand/ manufacturer/ make, the contractor shall be got approval of EIC before making bulk order for door.
-
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Steel door with Double leaf with Equal or unequal leaf with maximum of 2 Nos of vision panel and all required accessories/hardware set.
26
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-
Providing and fixing ISI marked 35mm thick non-decorative type flush door shutters (single or double leaf and size as per requirement) conforming to IS : 2202, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering, phenol formaldehyde synthetic resin bonded, hot pressed with internal Teak wood lipping of 25mm depth on all sides and fixing with 4 Nos. 150mm Stainless steel Hinges with suitable S.S. wood screws (8 Nos. 150mm Stainless steel Hinges with suitable S.S. wood screws incase double leaf) complete at all lifts and all as directed by the Engineer-in-charge.
18
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-
Providing and fixing 150x200mm vision panel in door shutter using 4mm thick glass with teakwood lipping of 20x10mm size alround complete all as directed by the Engineer-in-Charge.
9
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-
Providing and fixing bright finished brass tower bolts (barrel type) of size 300x10mm with necessary brass screws etc. complete all as per specifications and as directed by the Engineer-in-Charge.
9
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-
Providing and fixing anodised aluminium tower bolts of size 300x10mm (Barrel Type) ISI marked (IS: 204) of approved make (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. all as per specifications and as directed by the Engineer-in-Charge.
60
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-
Providing and fixing Anodised Aluminium handles 125mm with plate 175 x 32mm including fitting with necessary screws complete all as per specification and as directed by the Engineer-in -Charge. Sample to be approved by the Engineer-in-Charge.
15
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-
Providing and fixing 6 Lever Brass Mortice Lock with brass handle ‘Godrej’ or other approved equivalent make suitable for flush door with a pair of keys and pair of brass handles, complete all as per specification and drawings.
9
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-
Providing and fixing 4 Lever Dead/Mortice Lock ‘Godrej/Everite’ or other approved equivalent make suitable for aluminium door with a pair of keys complete all as per specification and drawings.
15
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-
Providing and fixing Cup Board Shelves with 18mm thick prelaminated flat pressed 3 layer (medium density) particle board or graded wood particle board conforming to IS:3087 marked with one side decorative and other side balancing lamination Grade I, Type II exterior grade conforming to IS: 12823 in shelves including 18mm x 12mm, second class Teak wood Beadings at all sides with necessary screws and fittings all as per Drawings and specifications and as directed at site.
5.4
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Providing and fixing Second class Teak wood work in frames of doors, windows, clerestory openings and other frames, wrought framed, fixed in position of required size and shape including sawing, jointing, making rebates for shutters, making grooves as shown in the drawings, architectural beading with teakwood 50x6mm alround, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 300mm long, 5mm thick or with rawl plugs and screws including protective painting to the surface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-Charge.
0.5
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-
Providing 18mm thick particle board with teak wood beading of 18x12mm size all around for cupboard shutters including cutting to required size & shape, fixing in position etc. complete for cupboard shutters etc. as directed by Engineer in charge.
20
-
-
Providing and fixing lamination sheet of formica greenlam, 1mm thick of approved shade, pattern & colour of ‘Green lam lamination’ or approved equivalent, including cutting to required size and shape, pasted over plywood or partical board using synthetic resin adhesive of fevical SR 998 G or Dunlop’s 758 glue of approved make complete all as per manufactures specifications and as directed by Engineer-in-charge.
40
-
-
Providing and fixing 4 lever cupboard lock of ‘Godrej’ or other approved equivalent make with a pair of keys complete all as per specification and as directed by the Engineer-in-charge.
1
-
-
Providing and fixing anodised aluminium tower bolts of size 300x10mm (Barrel Type) ISI marked (IS: 204) of approved make (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. all as per specifications and as directed by the Engineer-in-Charge.
2
-
-
Providing and fixing Stainless Steel "C" type Door handles 10mm dia SS 304 Grade solid Rod, 250mm long in Steel Doors/ wooden Doors including SS screws / bolts etc. all as per drawings and specifications complete. Sample to be approved by the Engineer-in-Charge.
1
-
-
Providing and fixing IS:12817 marked stainless steel butt hinges of size 125 x 64 x 2.5mm (heavy weight) "GARG" or equivalent approved make with suitable stainless steel screws etc. complete all as per specifications and as directed by the Engineer-in-Charge.
8
-
-
Supplying and fixing in position PVC switch type Heavy duty sliding aluminium glazed windows, shutter lock approved make and type with suitable screws/nuts and bolts etc. complete as directed by the Engineer-in-charge.
38
-
-
Providing and fixing Al hanging Heavy Quality floor door stopper ISI marked with Twin Rubber stoppers, anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to req. colour or shade with necessary screws etc. complete all as per specification and as directed by the Engineer-in -Charge. Sample to be approved by the Engineer-in-Charge.
24
-
-
Providing and fixing Magnet catch for shutters with required sizes of screws for fixing complete all as per specification and as directed by the Engineer-in -Charge. Sample to be approved by the Engineer-in-Charge.
2
-
-
Providing and fixing false ceiling with 12.5mm thick tapered edge gypsum moisture resistant board at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts other flange of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm dia x 230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25mm at 230mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150mm or both sides of joint and including the cost of painting one coat primer and two coats of emulsion paint of approved colour, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge.
5
-
-
Providing & Fixing of KNAUF CEILING SOLUTIONS (ARMSTRONG) Mineral Fibre Acoustical Suspended Ceiling System with Dune max (Bevelled Tegular) Edge Tiles With KNAUF CEILING SOLUTIONS (ARMSTRONG) SUPRAFINE 15mm Exposed GRID.
The tiles should have Humidity Resistance (RH) of 99%,NRC 0.7, Light Reflectance ≥85%, Thermal Conductivity λ = 0.052 - 0.057 W/mK, Colour White, Fire Performance Class 0/ Class 1 as per BS 476 Pt - 6 & 7 Class A as per ASTM E-84 in module size of 600 x 600 x 20mm, suitable for Green Building application, with Recycled content upto 78%. The tile shall be laid on KNAUF CEILING SOLUTIONS (ARMSTRONG) Suprafine 32 with 15 mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 32mm and a load carrying capacity of 7.5 Kgs/M2 & pull out strength of 100Kgs. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system of KNAUF CEILING SOLUTIONS (ARMSTRONG) make. INSTALLATION: To comprise main runner spaced at 1200mm centres securely fixed to the structural soffit using KNAUF CEILING SOLUTIONS (ARMSTRONG) suspension system (specifications below) at 1200mm maximum centre. The First/Last KNAUF CEILING SOLUTIONS (ARMSTRONG) suspension system at the end of each main runner should not be greater than 450mm from the adjacent wall. SOLUTIONS (ARMSTRONG) suspension system at the end of each main runner should not be greater than 450mm from the adjacent wall. KNAUF CEILING SOLUTIONS (ARMSTRONG) SUSPENSION SYSTEM andaccessories manufactured and supplied by KNAUF CEILING SOLUTIONS (ARMSTRONG) by M/s INTECH SOLUTIONS or from approved vendor consisting of M6 Anchor Fasteners with Vertical Hangers made of Galvanised steel of size 26 x 26 x 25 x 1.2mm with a Galvanised Thickness of 80gsm, A pre Straightened Hanger wire of dia – 2.5 mm of 1.8 m length., thickness of 80gsm and a tensile strength of 344-413 MPa, along with Adjustable hook clips of 0.8mm thick, galvanised spring steel for 2.68 mm with a minimum pull strength of 110 kg. The adjustable clip also consists of a 3.5 mm aquiline wire to be used with the main runner. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm centre to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be KNAUF CEILING SOLUTIONS (ARMSTRONG) wall angles of size 3000x19x19mm, secured to walls at 450 mm maximum centres.
Installation to be carried out by KNAUF CEILING SOLUTIONS (ARMSTRONG) Trained Installation team & Installation should be carried out as per Armstrong recommended procedure.
36
-
-
Providing, supplying, and fixing in position Factory made WPC Door frame of size 75 x 50 mm of approved shape including sawing, jointing, as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick 200 mm long or with coach screws including joining materials, adhesives, fasteners, labour etc. complete all as per specifications and as directed by the Engineer-in-Charge. Note: Measurement shall be based on actual length of Frame used.
19.5
-
-
Providing and Fixing 30mm thick factory made WPC door shutters (Wood Plastic composite) with minimum density of 600 Kg/ Cu.m of approved make including all accessories & fittings like 3 nos 100mm SS hinges, 2 Nos 125mm Grip aluminium Bow handles, 2 Nos of Aluminium 75mm Baby latch for each door complete all as directed at by the Engineer-in-Charge.(sample, Model and colour to be got approved before procurement)
6.25
-
-
Supply and installation of 144mm thick Tufbloc magnesia drywall partition system (having high water & fire resistance) which includes two layers of Anutone Tufbloc Square edge of size 1200x2400x12mm having density 1000kgs/m3, weight 12kg/m2 fixed on the either side of GI strut channel framework. Framing Framework includes Floor/Head (FC94) channels having thickness 0.55mm, length 3600mm, equal flanges of 32mm and web of 50mm fixed to floor and ceiling with suitable fasteners at 300mm centers staggered. Noise and fire rated silicon sealant to caulked along the perimeter of the partition frame before fixing channels. Then Stud channel (SC92) having thickness 0.9 mm, length 3600mm, unequal flanges of 34/36mm and web of 48mm should be placed into the floor/head channel positioned vertically at 600mm centers. Extra reinforcement to be provided at openings (doors, windows, etc). Frame cavity insulation Anutone Synth PF having thickness 50mm, width 600mm, density 1500gsm filled between the Studs and held in position by using chicken wire mesh/cross bracings/pasting on one side of the boards.
Boarding The first layer of Anutone Tufbloc 12mm thick should be fixed on one side of the Stud framework in a staggered (ashlar or brick) pattern by using suitable metal fasteners at 300mm centers. Another layer of Anutone Tufbloc 12mm thk should be fixed over it in staggered pattern with suitable metal fasteners. Edges of the two layers of boards must not coincide. Same procedure to be followed on other side of the framework to give 2 layers on either side of framework. 4mm gap should be maintained between boards on all sides. Jointing 4mm gap to be filled by using Anutone seam kit as per recommendations. Finishing Installed partition system is then sanded, smoothed, primered and roller finished by using water based emulsion paint of approved colour,
Technical Parameters of Tufbloc • Core - Magnesia • Fire – upto 150 minutes • Acoustics – STC upto 44-50 • Climate (OC RH) – 50, 99 • Termite resistance – Yes • Moisture Absorption - 6.8% after 2hrs and 11.3% after 24hrs soaking • Wet Expansion - 0.02% from ambient to saturation • Dry Contraction - ≤ 0.02% from evaporation • Moisture Movement - 0.02% • Light reflectance – 80 • Green (RC %) – 30 • Hygiene (VoC, Clean room) – Low, Class 1 • Strength - Antisag •Impact - 4kg hammer 175mm.
150
-
-
Providing and fixing Venition vertical blinds of Luxaflex or approved equivalent make and approved colour pattern with vanes of 100mm width made up of non woven polyester fabric which are suspended from the silt travelers by self aligning vanes hooly of effective optimized system, vanes shall be coupled together by means of bead chain pivotally attach by closing to each side of each weight and other accessories required complete all as per directed by the Engineer-in-charge.
Note: 1. Sample shall be got approved before commencing work.
2. The above work shall be got executed from approved manufacturers only.
34
-
-
Providing and fixing 180mm wide and 15mm thick Teakwood Pelmets including second class teakwood battens of 40x25mm between pelmet and walls for support of curtain arrangement with necessary intermediate CP brass bracket not more than 2metre distance, polishing the pelmet using 3 coats of French polish etc. all as per specification and as directed by the Engineer-in-Charge.
24
-
-
Providing, installing, testing & commissioning of Non-perforated Motorized Rolling shutter with top cover, made from G.I. strips of 18 guage with interlocking lath sections, complete with specially designed wind locking arrangements, side guides, bottom with rubber seal, brackets made from M.S. Sheet, finished with painting scheme as mentioned in note, with strong suspension shaft and with fitting accessories, remote control, additional key selector / push button etc. complete all as per approved shop drawings and as directed by the Engineer-in-charge. (Manufactured by M/s. Gandhi automations Pvt. Ltd. Or approved equivalent) and for providing Rolling shutter automation system comprising of GAPOSA or approved equivalent side one motor with manual chain override in case of power failure, Key selector, Pair of Hub and Safety Brake including providing necessary electric wiring, single / three phase AC supply upto the point of installation, testing & commissioning etc. complete all as per approved shop drawings and as directed by the Engineer-in-Charge.
Note 1. Actual area of structural opening only shall be measured for payment.
2. Suitable capacity of motor should be got approved from Engineer-in-Charge prior to procure the same. 3.Painting: a) Epoxy primer - 2 coats (Before and after erection)
b) Micaceous iron oxide - 1 coat.
c) Chlorinated rubber based paint - 2 coats (Finish paint)
9
-
-
Providing and fixing PVC rain water downtake pipes conforming to IS:13592 Type A and PVC SWR Fittings & specials confirming to IS:14735, ‘Finolex’ or other approved equivalent make of pipes, fittings & specials including jointing with seal ring / with PVC solvent adhesive including fixing in walls/columns using clamps, anchor fasteners, bolts and teakwood packing pieces, joint testing etc complete all as per drawings, specifications and as directed by the Engineer-in-Charge.
-
-
-
PVC SWR Rain water pipe 160mm outer dia
100
-
-
Providing and fixing Heavy Quality 'C' Class G.I pipe sleeves 150mm n/b, 600mm long, with Puddle Flange of 250x250mm, 6mm thick for rain water down takes (of 160mm dia) to be embedded in RCC slabs/ RCC roof Gutters to connect Rain water pipes by welding or with screwed sockets all as per the drawings and as directed by the Engineer-in-Charge. These sleeves to be fabricated and embedded at the time of concreting in true vertical.
10
-
-
Providing and fixing coloured vitreous china European type Water Closet of Hindware or parryware with 'P' or 'S' Trap with ISI marked colour solid seat and lid of Hindware or Equivalent approved make, 10 litre low level colour PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Flush bend , fixing EWC with C.P Brass screws, 15mm PVC heavy quality inlet connection of 600mm long, stop cock, including testing, commissioning & cleaning etc. complete all as per drawings and specifications and as directed at site. Note:The EWC model, colour shoud got approval before purchasing.
4
-
-
Providing and fixing Viterious china colour wash basin size 630x450mm (HINDWARE / PARRYWARE) with C.I. brackets, 15mm C.P. brass pillar taps of Jaquar/Parryware or approved equivalent make, 15mm x 600mm long PVC Inlet connection, 15mm stop cock, 32mm Heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-Charge.
6
-
-
Providing and fixing Coloured vitreous china flat back half stall urinal size 580 x 380 x 350mm Hindware or Parryware Newmagnum model or Equivalent approved make with PVC 15mm Inlet connection, Push cock, 15mm stop cock, C.P. brass spreaders, 32mm Urinal waste coupling with Dome grating, and clamp etc. including making G.I water line connection complete all as per drawings and specifications and as directed at site. (Only G.I. pipes will be paid under relevant Item)
4
-
-
Providing and fixing 5mm thick first quality mirror of required size with anodized aluminium section frame work of size 30 x 20mm, backing the mirror with 4mm thick AC plain sheet painting two coats of plastic emulsion paint over a coat of primer, fixing the entire unit on the wall surface with necessary screws etc. complete all as directed by the Engineer-in-Charge.
4
-
-
Providing and fixing Toilet roll holder ACN-1151 N Jaquar or approved equivalent as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge)
4
-
-
Providing and fixing liquid soap dispenser "SDR-WHT-DJ001 F- JAQUAR or AKP-35735P Soap Dispenser with Glass bottle" or approved equivalent make with all accessories including necessary screws for fixing complete all as directed by the Engineer-in-charge.
4
-
-
Providing and fixing C.P Brass towel rail 600mm long of "Jaquar" make complete fixed to walls with 30mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-Charge.
4
-
-
Providing and fixing Heavy Quality C.P. brass 15mm dia Two Way Bib cock “Jaquar ” or approved equivalent as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge)
4
-
-
Providing and fixing Heavy Quality C.P Brass Health Faucet with 1.50metres flexible hose (Hand Shower) of “ESSCO / PLATO” make or approved equivalent make and type complete all as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge)
4
-
-
Providing and fixing Heavy Quality 15mm nominal bore C.P. Brass Angle cock of ‘ESSCO / PLATO’ or approved equivalent make for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge)
4
-
-
Providing and fixing SWR Selfit Multi Floor Trap with jali of FINOLEX/PRINCE or approved equivalent make confirming to the relevant IS Code, heavy quality of self cleaning design with 110mm internal dia and outlet 125mm dia. PVC perforated holes on top, including embedding in cement concrete 1:2:4,forming circular holes by providing and fixing 110mm OD PVC pipes of required height up to floor level,levelling and rendering smooth, connecting the outlets and inlets, making good for the floor and wall etc., complete all as specifications and drawings and as directed by the Engineer-in-Charge.
Note: Rate shall include the cost of PVC pipe and it shall not be paid extra.
10
-
-
Providing and constructing Gully Chamber of internal size 300x300mm including providing, supplying and fixing 150 x 150mm stoneware gully trap with CI grating including excavation in all types of soils, backfilling, embedding in plain cement concrete 1:4.5:8 using 40mm size granite aggregates, crushed stone sand and constructing the above chamber with 115mm thick brick work in cement mortar 1:4 using crushed stone sand with well burnt chamber bricks, plastering over both internal and external faces of brick work with cement mortar 1:3 using crushed stone sand, 12mm thick finished smooth with a floating coat of neat cement on both faces, providing and fixing CI cover with frame of 300 x 300mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design complete all as per specification and as directed by the Engineer-in-Charge.
4
-
-
Supplying and fixing of following size of uPVC pipe of SCH 80 of make "ASTRAL/PRINCE or approved equivalent make conforming to relevant ASTM D 1785 standards including all UPVC Plain & Brass threaded fittings confirmed to ASTM D 2466/ ASTM D 2467, for Concealed pipe line or fixing the pipe with clamps at 1.00 m spacing including cutting, threading and jointing with uPVC cement solvent, TURFLONG TAPE making necessary opening/chasing of the wall, flooring and making the work place to the original condition etc., and testing the line as directed by the Engineer-in-Charge.
-
-
-
15mm Nominal size
30
-
-
25mm Nominal size
50
-
-
40mm Nominal size
6
-
-
Supplying and fixing of following size of uPVC pipe of SCH 80 of make "ASTRAL/PRINCE or approved equivalent make conforming to relevant ASTM D 1785 standards including all UPVC Plain & Brass threaded fittings confirmed to ASTM D 2466/ ASTM D 2467, for Exposed on wall plumping lines or fixing the pipe with clamps at 1.00 m spacing including cutting, threading and jointing with uPVC cement solvent, TURFLONG TAPE making necessary opening/chasing of the wall, flooring and making the work place to the original condition etc., and testing the line as directed by the Engineer-in-Charge.
-
-
-
25mm Nominal size
30
-
-
40mm Nominal size
60
-
-
50mm Nominal size
20
-
-
63mm Nominal size
28
-
-
110mm Nominal size
40
-
-
Providing and fixing Chlorinated PVC (CPVC) pipes for concealed pipeline work having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and making good the same etc. This included jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer-in-Charge.
-
-
-
40mm dia
6
-
-
50mm dia
12
-
-
Providing and fixing Chlorinated PVC (CPVC) pipes for External (open) Exposed on wall pipeline work having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer-in-Charge.
-
-
-
40mm dia
12
-
-
50mm dia
22
-
-
Providing and fixing 40mm internal dia Bronze/gun metal Float Valve (for fixing inlet connection at water tank) with heavy quality PVC float and brass rod of heavy quality of leader make or equivalent full bore type for medium pressure to be tested to 6 Kg./sq.cm. with ISI mark.
1
-
-
Providing and fixing IS: 3564 marked Al die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts "Everite/ Hardwyn" or approved equivalent make complete as per specifications and as directed by the Engineer-in-Charge.
25
-
-
Providing, supplying, laying and fixing in position the following sizes of Cast iron pipes in standard lengths confirming to IS suitable for rubber gasket (Titan joints), pipes shall be bearing with ISI marks including lowering them in to the excavated trenches and laying, fixing in position to proper grade and alignment all as per standard specifications including cutting the pipes to the required length, cost of labour and other materials, tools and plants for laying and installing the pipe lines and testing the lines to the required pressure, but excluding cost of Cast iron specials / fittings and joints which will be paid under relevant items.
-
-
-
100mm dia CI pipe
40
-
-
Jointing the following Cast Iron pipes and specials with molten lead and spun yarn of required quantity including caulking the joints, testing the joints to the required hydrostatic pressure of 14Kgs/sq.cm, cost of pig lead, spun yarn, fuel and labour etc. complete all as per standard specification and as directed.
-
-
-
100mm dia CI pipe at 2.2kg of lead per joint
5
-
-
Supplying and fixing, tested heavy quality CI specials / fittings socket, spigot and flanged specials such as bends, collars, tapers, tees, duck foot bend, flanged socket and flanged spigot tail pieces, blank flanges etc and confirming to IS and socket specials / fittings shall be suitable for rubber gasket etc complete. (Joints will be paid for separately under relevant items)
25
-
-
Construction of Inspection chamber of following size internally upto 1.00metre depth with brick masonry walls of 230/345mm thick using stock bricks in cement mortar 1:5 using crushed stone sand with necessary brick carbelling as required, plastering with cement mortar 1:3 using crushed stone sand, 12mm thick finished smooth with a floating coat of neat cement inside chamber and with cement mortar 1:5 using crushed stone sand, 12mm thick for external sides of the chamber including excavation in all types of soils, back filling, providing and laying 150mm thick PCC 1:4.5:8 using crushed stone sand for foundation concrete forming bencing in PCC 1:2:4 using 20mm maximum size graded aggregate and crushed stone sand etc. complete all as per specification, drawing and as directed by the Engineer-in-Charge.
-
-
-
Inspection chamber of internal size 600x600mm
5
-
-
Extra depth over initial depth of 1 metre or part of a metre depth with necessary modification to the thickness of chamber wall to suit site requirement as per drawing and as directed by the Engineer-in-Charge of Inspection chamber of size 600x600mm.
2
-
-
Supplying and fixing of FRP manhole cover - heavy class with load carrying capacity of 25 tonnes fixed in for manhole cover, water tank cover etc., The rate including supplying and transportation, fixing at position with levels and alignment, also including the coast of cement morter and labours to packing and finishing etc. as per the instructin of Engineer- in - charge.
-
-
-
FRP manhole cover of 600 x 600 mm size
5
-
-
Providing and filling cement brick jelly concrete 1:2.5 using 20mm size broken brick jelly including compaction, curing, etc. complete in all floors depression for toilet sunken areas etc., complete.
8
-
-
Providing and fixing of water proofing treatment using APP membrane in 2 layers using ‘CERA WP SHIELD P4180’ 4mm thick and ‘CERA WP SHIELD SLATED’ 4mm thick or approved equivalent at roof slab expansion joint covering, gutter and over the screed concrete area ect., as per specifications and as directed by the Engineer-in-Charge.
Note: I) Cleaning of exisiting surface is clean, dry and moisture free, and application of one coat of bituminous primer over surface @ 0.3kg/sq.m. and 1st layer of 5-layered 4mm thick polymer reinforced APP membrane 'CERA WP SHIELD P4180' or approved equivalent shall be laid with 100mm overlapping by torching on application when the primed surface is tacky and as per the manufacturer's recommendation.
II) The second layer of 5-layered, 4mm thick, polymer reinforced APP membrane 'CERA WP SHIELD – SLATED’ or approved equivalent shall be laid with 100mm overlapping by torch - on application when the primed surface is tacky and as per the manufacturer's recommendation shall be laid in perpendicular direction to the first layer.
IV) The treatment should be done by an agency specialised in the job having sufficient knowledge of water proofing.
410
-
-
Providing and constructing "L" shaped Haunching 100mm in wall and 100mm in slab of (size 100mm X 100mm), minimum 15mm thickness at edges using CM 1:3:1 using 6mm downgraded chips admixed with CERA LATEX SBR or approved equivalent @ 1kg per 50kg (1 bag) of cement as specification and as directed by Engineer-in-Charge in roof joints, terrace corners, gutter junctions, expansion joint area etc.
85
-
-
Providing water proofing treatment to the RCC cast insitu terrace and gutters using ‘CERA WP SHIELD P4180’ 4mm thick and ‘CERA WP SHIELD SLATED’ 4mm thick or approved equivalent as per specifications and as directed by the Engineer-in-Charge. a) The existing tarfelt, bituminous primer, WP Tiles and foam concrete, waterproofing membranes & cement based water proofing treatment and all types of water proofing treatment shall be removed completely by cutting and peeling off from the surface and disposing the same 50m beyond the building area. b)" V" grooves shall be cut along the surface crack and the same shall be filled with cementitious non shrink grout CERA GROUT 40 of CERA / FOSROC / SIKA or equivalent after applying a lavish coat of polymer based bonding agent CERA LATEX SBR of CERA / FOSROC / SIKA. c) "V" grooves shall be cut along the construction joints on wall - slab joints and filled with cement sand mortar admixed with styrene butadian rubber based additive CERA LATEX SBR from CERA / FOSROC / SIKA or equivalent. d) The area shall be tested for any leakages by ponding of water (water holding test) before and after application of treatment in panels. (panels shall be made by least ratio of cement mortar and the same shall be thoroughly cleaned before receiving further treatment). e) When the entire surface is water-tight, dry and moisture free, one coat of bituminous primer shall be applied over surface @ 0.3 kg/sq.m and 1st layer of 5 - layered, 4mm thick, polymer reinforced APP membrane WP SHIELD P4180 from CERA / FOSROC / SIKA shall be laid with 200mm overlapping by torch - on application when the primed surface is tacky and as per the manufacturer's recommendation. f) The second layer of 5 - layered, 4mm thick, polymer reinforced APP membrane WP SHIELD - SLATED from CERA / FOSROC / SIKA shall be laid with 150mm overlapping by torch - on application when the primed surface is tacky and as per the manufacturer's recommendation shall be laid in perpendicular direction to the first layer. Note:
i) The treatment should be done by an agency specialized in the job having sufficient knowledge of water proofing treatment. Suggested vendors : (1) M/s. Cera-Chem Pvt. Ltd., Chemicals (2) M/s. Sika India Pvt. Ltd. Chemicals or equivalent.
ii) Ten years guarantee shall be given by the contractor in the prescribed form of the department for the above water proofing treatment work.
100
-
-
Providing on the floor area by screeding with screed concrete of M20 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 320kg/cum of concrete and minimum cement content of 256 Kg/cum of concrete (shall be using 10mm down aggregate) admixed with crystalline based integral water proofing admixture CERA CRYSTALLINE INTEGRAL / Conplast / SIKA WT-215P or equivalent at the ratio specified by manufacturer recommendation to the required thickness and slope at terrace water proofing including applying one coat of bonding polymer modified mortar 1 : 2 (1 cement : 2 sand) admixed with CERA LATEX SBR / FOSROC NITO BOND SBR / SIKA additive or approved equivalent at 3kg per bag of cement with compressed air under pressure over the prepared surface at all locations and all elevation and specification and as directed by the Engineer-in-Charge. Note: 1) The area shall be tested for any leakage by ponding of water (water holding test) before and after application of treatment in panels. (panels shall be made by least ratio of cement mortar and the same shall be thoroughly cleaned before receiving further treatment). 2)This item shall include placing the pumpable concrete by boom placer, concrete pump, supply of RMC concrete in Transit mixer as directed by Engineer-in-charge if bulk quantity is required according to the site conditions. 3)Concrete shall be placed in layers in such a way that fiber glass mesh will be fixed in between layers and fixing of fiber glass mesh shall be paid under separate item.
18
-
-
Supplying and fixing in all position of Alkali resistance Glass fibre mesh of Gyproc Fiber Mesh or equivalent (4-5mm square aperture or as per specified at site with 145 gsm) fixed with neat cement paste or by manufacturer recommendation for screed concrete fixed in-between the layer of screed concrete with minimum 100mm overlapping at mesh joints and as instructed by Engineer-in-charge.
280
-
-
Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.
6
-
-
Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge.
15
-
-
Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.
15
-
-
Dismantling doors, windows and clear storey openings (Steel /wood) shutter at all levels including chowkhats, architraves, holdfasts etc. complete and stacking within 50m lead (Full windows) of area 3.00 sq.m and below all as per specifications and directed by the Engineer-in-charge.
2
-
-
Dismantling doors, windows and clear storey openings (Steel /wood) shutter at all levels including chowkhats, architraves, holdfasts etc. complete and stacking within 50m lead (Full windows) of area above 3.00 sq.m all as per specifications and directed by the Engineer-in-charge.
4
-
-
Removing of existing Galvalume sheets including labour charges, safety equipments, house keeping, ladders for access, hand rails, working platform (jalli) at required levels and hand over the same to the IGCAR departmental stores all complete and as directed by the Engineer-in-charge.
100
-
-
Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-Charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth.
500
-
-
Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, exhaust fan moulds etc., in reinforced cement concrete of 1:2:4, using 20mm and below machine crushed graded stone aggregate and crushed stone sand including weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork & moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer-in-Charge.
1
-
-
Providing and fixing following dia uPVC ball valve pasting/thread type including the cost of labour charges, pasting solution etc., as directed by the Engineer-in-charge.
-
-
-
25mm Nominal size
2
-
-
40mm Nominal size
2
-
-
50mm Nominal size
2
-
-
Providing and laying non pressure NP2 class RCC Hume pipes conforming to IS:458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 using crushed stone sand, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge.
-
-
-
300mm dia NP2 class RCC Hume pipe
12
-
-
Operating the Miscellaneous works for unquantified jobs likes removing & fixing doors & windows, shifting materials, cutting and removing materials etc., for department as directed Engineer-in-charge and necessary accessories will be borne by department. Note: If Job is allocated to the contractor he has to engage minimum one skilled man power like Fitter/carpenter/mason under general shift 9.00 to 17.30 hours per day for 1 unit.
20
-
-
Operating the Miscellaneous works for unquantified jobs likes removing & fixing doors & windows, shifting materials, cutting and removing materials etc., for department as directed Engineer-in-charge and necessary accessories will be borne by department. Note: If Job is allocated to the contractor he has to engage minimum one Un skilled man-power like helper, mazdoor, under general shift 9.00 to 17.30 hours per day for 1 unit.
25
-
-
Providing and laying 60mm thick rubber moulded with vibratory compaction Factory made cement concrete precast Interlocking paver block of M30 grade made and approved size, shape, design, colour & pattern including laid over 100mm thick compacted bed of crushed stone sand (coarse sand), filling the joints with coarse sand, compaction mechanically etc. all complete all as per the direction of the Engineer-in-Charge.
Note: The sample tile shall be got approved by the Engineer-in-charge before procurement.
275
-
-
Providing, hoisting, fixing RCC precast jali minimum of 50mm thick (1 cement:2 sand :4 coarse aggregate 6 mm nominal size) reinforced with 1.6mm mild steel wire including curing, shuttering, centering, scaffolding, fixing and finishing with cement mortar (1 cement :3 coarse sand) and painted with external grade "Asian ACE/apex ultima or or approved equivalent make" of 2 coats including one coat of suitable primer coat. The sample, finishing, shade, has to be got approved by Engineer-in-charge.
9.5
-
-
Providing standard G.I core storage box of (minimum) 1.0mm thick, 1.50m Length, 260mm width & 58mm height with 4 compartments including neatly arrange the existing drilled cores in the box, labelled / marked with permenant marker in top and sides, shifting the core boxes to the storage room (4km lead) neatly stock the boxes in specfied rack as specified in IS: 4708 and as directed by Engineer-in-charge.
75
-
-
Providing and laying water proofing treatment as specified below to vertical & horizontal surfaces to the required height and bottom of WCs, bathroom, planters, water tanks, raft, lift wall or any other locations as directed, with proper gradient, protective topping suitably finished or keeping rough to receive tiles, surface preparation, injection grouting wherever required using shrinkage compensating plasticizing admixture, pond curing, water tightness testing, etc. complete all as detailed hereinafter including testing for leak-proof ness complete. Note: 1) water proofing treatment should be done by an agency specialised in the job having sufficient knowledge of water proofing treatment. Suggested vendors : (a) M/s. Cera-Chem Pvt. Ltd., Chemicals (b) M/s. Sika India Pvt. Ltd. Chemicals. Layers of water proofing treatment to be done as follows:
a) 1st Bonding coat: Providing and applying two coats of bonding slurry agent of CERA LATEX SBR / Pidilite (RBR - SBR) or equivalent to the cleaned and prepared concrete surface proposition as per manufacturer recommendation.
b) Base coat of Polymer modified mortar : Applying polymer modified mortar 1:2:2 (1 cement : 2 sand: 2 stone Aggregate of nominal size 6mm) admixed with CERA LATEX SBR / Pidilite (RBR - SBR) / FOSROC NITO BOND SBR or equivalent @ 3 kg per bag of cement for a thickness of 12mm over the prepared surface.
C) Fixing of glass fiber mesh of Gyproc or equivalent Alkali resistance Glass fibre mesh (4-5mm square aperture with 145 gsm) fixied in the plastering area as instructed by Engineer-in-charge and fixed as per manufacaturer recommendation. d) Second coat of Bonding cum water proofing coat: : Providing and applying tow coats of bonding slurry agent of CERA LATEX SBR / Pidilite (RBR - SBR) or equivalent to the cleaned and prepared concrete surface proposition as per manufacturer recommendation.
e) Top coat of Polymer modified mortar : Applying polymer modified mortar 1:4 (1 cement : 4 crushed sand admixed with CERA LATEX SBR / Pidilite (RBR - SBR) / FOSROC NITO BOND SBR or equivalent @ 3 kg per bag of cement for a thickness of 12mm over the prepared surface.
Note: The rate includes cleaning the slab surface of all mortar fallings, opening, filling / grouting cracks, injection grouting to RCC surfaces, necessary curing and drying period for each coat as recommded by the manufacturer, providing proper bonding keys in each layer and 75mm vata with above all specified coats on all sides.
55
-
-
Providing F3 finish over concrete surfaces in cement mortar 1:1.5 using crushed stone sand (1 part cement : 1.5 part fine sand) including wetting the surface, labours, curing, all materials, scaffolding, at all elevations complete all as per specification and as directed by the Engineer-in-Charge.
2000
-
-
Supply and Embedment of following sizes of flush mounting POWDER COATED TPN/SPN DB Enclosures with Double Door and per Phase isolation DBs consisting of Phase, Neutral and Earth Bus and interconnecting wires etc. at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge.(Refer Sec VI, Clause No.15.2).
-
-
-
12 WAY Cat No:DBTPI012DD (Vertical) or equivalent make TPN TIER Per Phase Isolation (PPI) DB
6
-
-
Supply and Embedment of following sizes Cable end termination box at suitable depth in brick work as per the detailed specification and as directed by the Engineer-in-charge.(Refer Sec VI, Clause No.15.2.2).
-
-
-
TPN,12 way Cable end box, Cat No:DBTPI012CB or equivalent suitable for TPN, 12 way TPN TIER Per Phase Isolation Distribution Board Cat No:DBTPI012DD (Vertical)
6
-
-
Supply and Embedment of 50mm Deep, Square/Rectangular Concealed type and GI modular metal boxes of the following types and as specified in RCC/Brick/Concrete Block Masonry with finishing and making good as per the detailed specification. (Refer Sec VI, Clause No.15.12).
-
-
-
Twelve Module
28
-
-
SIX Module
69
-
-
ONE/TWO Module
154
-
-
Supply and embedment of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with all the required accessories like round JBs, Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, on brick walls, roof slab, column, beams etc as per the detailed specification.(Refer Sec VI, Clause No.27).
-
-
-
25 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes
2000
-
-
Supply and embedment of following sizes of Heavy Duty, PVC circular rigid Conduits for Electrical & Communication System with all the required accessories like round JBs, Solid Long Bends, Couplings, GI wire etc, on brick walls, roof slab, column, beams etc as per the detailed specification.(Refer Sec VI, Clause No.27).
-
-
-
25mm Dia, 2mm wall thick PVC heavy duty conduit with 63mm deep Junction box
1000
-
-
Supply and Embedment of MS fan Hook Boxes in RCC roof slab with finishing and making good as per drawing No:IGC/ESD/9170/8009 and the detailed specification.
41
-
-
Supply and embedment of concealed type MS boxes of the following types and as specified in RCC/Brick/Concrete Block Masonry with finishing and making good as per the detailed specification. (Refer Sec VI, Clause No.15.10).
-
-
-
300(W)X300(H)X120(D)mm,1.8mm thick sheet MS Box
20
-
-
2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road.
-
-
-
INR Zero Only
-
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-
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