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 Date25 Jul 2024
Closing Date19 Aug 2024
Tender Amount₹ 1,18,28,000
Costs
EMD
₹ 2,36,560Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IGCAR_818172_1Bid Award Id
ViewTender No
CEG/IGC/2025/2024Tender 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
Earthwork excavation by manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.
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All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
390
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All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.
175
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Filling with selected excavated earth available at site upto a lead of 200m, filling in layer of not more than 150mm thickness, each layer well rammed and consolidated by hand/earth rammer including excavation of dumped earth, hire charges of rammer, water consolidation, levelling to proper gradient, dressing the top surface to the required level, complying with specification and all as directed by the Engineer-in-charge.
100
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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-II material
50
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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.
180
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-
Providing and laying plain cement concrete 1:3:6 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.
45
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-
Providing and laying cast insitu controlled reinforced cement concrete of M 30 grade with total minimum cementitious content (cement + fly ash) 380 kg/cu.m, using OPC 43 grade conforming to IS 8112 and with required fly ash conforming to IS 3812 Part -II / 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 (VSI technology) graded stone aggregates with maximum size of aggregate not exceeding 20 mm and fine aggregate used should be either natural river sand or crushed stone sand conforming to IS 383 – 2016. The cost includes weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all 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 structural elements including dewatering wherever necessary (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 for all insitu item.
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. 4. Minimum Curing for 10 days should be done at site as directed by Engineer-in-charge. 5. De shuttering of form work should be done as directed by Engineer-in-charge. 6.Concrete pumping system should be used for concreting.
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M30 grade with 380 kg. of cementitious material (Cement + Fly ash) per cu.m. of concrete as mentioned above for upto plinth level
90
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M30 grade with 380 kg. of cementitious material (Cement + Fly ash) per cu.m. of concrete as mentioned above for the levels above plinth level up to +8.0m level.
98
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Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast fence post, in reinforced cement concrete of 1:1.5:3, 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.
1.25
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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 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.
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Below Plinth Level
14
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Above Plinth Level
18
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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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Below Plinth Level
200
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Above Plinth Level
1000
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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, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / synthetic enamel paint of approved colour and make, 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.
2
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Providing and constructing brick masonry at all lifts using well burnt stock bricks 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
25
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From Plinth to 8m Height
90
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Providing and constructing at all floors and lifts 115mm thick 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
35
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Providing and constructing Random Rubble masonry in cement mortar 1:6 using crushed stone sand and using hard granite stones obtained from approved quarry with bond stones at 2.00 metres apart for foundation, basement and in superstructure, compound/boundary walls, including sizing of stones if required, raking out joints, scaffolding, curing etc., complete all as per drawing, specifications and as directed by Engineer-in-charge at all lifts.
30
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Providing Flush pointing over the random rubble masonry wall with cement mortar 1:3 using crushed stone sand at all levels including scaffolding, curing, forming grooves wherever necessary all as per specifications, drawings and as directed by Engineer-in-Charge.
40
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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 finished with a floating coat of neat cement including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
400
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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.
418
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Providing plastering in cement mortar 1:4 using crushed stone sand, 20mm thick at all elevations with 2% of water proofing compound or as per manufacturers specification, ‘Impermo’ or approved equivalent make including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, all as per specifications.
80
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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.
770
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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.
400
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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 rate shall be included of textured paint one coat and emulsion paint two coats.
420
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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.
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 flooring 18mm thick Granite slab fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
3
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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 600x600mm fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
15
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In Dados and skirting laid over 12mm thick backing in cement mortar 1:3 using crushed stone sand.
2
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Providing 40mm thick concrete flooring with metallic concrete hardner topping at all levels and floors consisting of underlayer of 28mm thick cement concrete 1:1:2 using crushed stone sand (1 part Cement : 1 part Fine aggregate : 2 part Coarse aggregate of 12.5mm and below size) by volume, top layer of 12mm 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, finishing, curing, providing aluminium dividing strips, cleaning the surface neatly at the time of handing over the area etc. complete all as per specifications and drawings.
120
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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.
10
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Supplying and fixing in position single leaf/double leaves of following thick non decorative type factory made Wood Polymer Composite (WPC) solid door shutters confirmed ti IS:2380 latest having density of minimum 650 Kg/Cum, screw withdrawal strength of 1500 N at face and 1000 N at edge, water absorption less than 1%, Class A fire resistance and tensile strength greater than 12 MPa including fixing required hardware fittings, fixing door using required screws, including providing recessions for hinges,finishing all edges with mixture of PVC powder & solvent for smooth finish, The door shutter shall be fixed with the following hardware fittings: -
a) 4 Nos. of 75 mm long stainless steel butt hinges of GARG brand bearing ISI mark with suitable stainless steel screws.
b) Two numbers of 125mm long anodised of make aluminium D handle Classic/Crown or approved equivalent as per IS - 208 bearing ISI mark with suitable CP screws.
c) Two numbers of 150mm long stainless steel baby latch type/cranked type tower bolt with suitable CP screws.
d) One number of 50mm long solid PVC door buffer with 75mm long CP screws.
Note: -
1) All furniture fittings shall be of approved quality and make.
2) The rate quoted shall be inclusive of fixing of door shutters with required hardware fittings as detailed above.
3) The PVC Integral Foam shall be factory manufactured solid section of light weight sheet with fine & homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides.
4) The entire door shall be jointless shutter.
5) The sizes shall be approximately 700 mm x 2100mm, however exact dimensions shall be measured at site before manufacturing.etc., all complete as per specifications and as directed by Engineer-In-Charge.
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28mm thick
4
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Supplying and fixing in position 75mmx50mm size Wood Polymer Composite (WPC) solid door frame having density of minimum 850 Kg/Cum, screw withdrawal strength of 2000 N at face and 1600 N at edge, water absorption less than 1%, Class A fire resistance and tensile strength greater than 12 MPa including fixing required hardware fittings, required screws, etc., all complete as per specifications and as directed by Engineer-In-Charge.
11
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-
Supplying and fixing Rolling shutters of approved make as per ISI standards made out of required size of Galvanised Iron Laths interlocked together throughout 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 all complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No 2. and G.I Top cover of required thickness for Rolling Shutters.
-
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Rolling shutters Gear operated type with handles including top hood 1.25mm thick
20
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-
Supplying and fixing, welding heavy duty ISI 1.5HP electrical motor 'SIEMENS' or equivalent make output RPM 1440 for operating the rolling shutter including starter switch gear 35 RPM top and bottom limit switch, including reverse forward switch BCH make or equivalent all as per specification and as directed by the Engineer-in-charge.
1
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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.
670
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-
Supplying and fixing in position ornamental aluminium anodized grill standard section of deco grill or any other approved equivalent with aluminium matt finish having grill pattern 75x75mm of 7mm thick for window opening fitted with aluminium channel, beading clips, etc., complete all as per manufacturer's specification and as directed by the Engineer-in-charge.
30
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-
Providing and fixing glazing 6mm thick tinted colour Float glass pane in aluminium doors, window, ventilator shutters and partitions etc with Neoprene gasket including cost of neoprene gasket complete as per the drawings and directions of the Engineer-in-Charge.
40
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-
Providing and fixing glazing with 5mm thick clear Float glass pane in aluminium doors, window, ventilator shutters and partitions etc with Neoprene gasket including cost of neoprene gasket complete as per the drawings and directions of the Engineer-in-Charge.
15
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-
Providing and fixing Locks for Aluminium Sliding window shutters with "GEETAVIN" make as per cat. No. SS-004 (Over all size of 204mm x 23mm) or approved Equivalent Quality, make, type all as per specifications.
30
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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.
4
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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.
4
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-
Providing and fixing anodised aluminium tower bolts of size 150x10mm (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.
10
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-
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.
4
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-
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.
25
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-
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.
6
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-
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.
6
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-
Providing and fixing double action floor spring of ‘Hardwin’ or approved brand and manufacturer (confirming to IS:6315) for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece of M.S Sheet outer box with slide plate etc. complete as per directions of Engineer-in-Charge with brass cover plate.
4
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-
Providing 18mm 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 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.
8
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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.
1.5
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Providing and fixing coloured vitreous china European type Water Closet 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.
1
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-
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)
2
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-
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.
1
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-
Providing and fixing Cast Iron Nahani Trap / Floor Trap of 100mm inlet and 75mm outlet, (weighing 5.80 Kgs each), jointing with Lead with the connection pipes, placing as per the drawings, including embedding in cement concrete 1:2:4 using crushed stone sand and making circular hole up to floor level using 110mm O/D PVC pipes of 6 Kgs / sq.cm pressure and fixing 1 No 125mm dia C. P Brass Grating , complete all as specifications and drawings and as directed by the Engineer-in-Charge.
1
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-
Providing and fixing Heavy Quality C.P. brass 15mm dia long body Bib cock “Jaquar continental / Parryware coral model” or approved equivalent as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge)
2
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-
Providing and fixing Heavy Quality C.P Brass Health Faucet with 1.50metres flexible hose (Hand Shower) of “Jaquar continental model” 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)
1
-
-
Providing and fixing Heavy Quality 'C' Class G.I pipe sleeves 100mm n/b, 600mm long, with Puddle Flange of 200x200mm, 6mm thick for rain water down takes (of 110mm 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.
4
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-
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.
4
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-
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.
-
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-
PVC SWR Rain water pipe 110mm outer dia
15
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-
PVC SWR Rain water pipe 160mm outer dia
35
-
-
Providing and fixing 6mm thick Mirrors of size 600 x 450mm x 6mm "Modi Guard" or approved equivalent make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete all as per specifications and as directed by the Engineer-in-Charge.
1
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-
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.
1
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-
Providing and fixing liquid soap dispenser in CP brass container with all accessories and CP brackets including necessary screws for fixing complete all as directed by the Engineer-in-charge.
1
-
-
Providing and fixing Unplastisized PVC (UPVC) pipes in trenches/open pipeline work having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all UPVC Plain & Brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing / under ground. This includes jointing of pipes & fittings with UPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer-in-Charge.
-
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-
63mm outer dia UPVC pipe
50
-
-
75mm outer dia UPVC pipe
10
-
-
110mm outer dia UPVC pipe
20
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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.
2
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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.
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Inspection chamber of internal size 600x600mm
4
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Providing and laying cement based water proofing treatment with a course layer of broken bricks of various sizes to an average thickness of 100mm over a 20mm thick bed of cement mortar 1:5 using crushed stone sand mixed with water proofing compound, plastering the top layer 12mm thick in cement mortar 1:5 using crushed stone sand, mixed with waterproofing compound, finished smooth with thread marking at 300mm squares (South India water proofing or equivalent, ratio to cement shall as per manufacturer specification or 2% to be adopted) Note: Suitable guarantee for 10 years is to be provided for this work. This work has to be executed as per the specification and direction of the Engineer-in-charge.
180
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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.
5
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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.
5
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Demolishing Stone rubble masonry (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 as per direction of Engineer-in-charge.
3
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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.
5
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Providing and fixing Digital Ceramic for wall and floor tiles with water absorption less that 0.08% and confirming to IS 15622 of somany 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 (in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3) 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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For flooring tiles (Antiskid-Digital-Size-300x300mm)
15
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For wall dadoing (Digital-Size-300x450mm)
50
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Removing moulded interlocking paver block without damaging shape & design including relaying in different place etc. including laid over 100mm thick compacted bed of crushed stone sand (cost inclusive of crushed stone sand) all complete as per specification and as directed by the Engineer-in-charge.
60
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Supply and installation 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 roof slab, column, beams etc as per the detailed specification. (Refer Sec VI, Clause No.27). Make : Steel Kraft, ECW, Javeri
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25 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes
150
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32 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes
325
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Supply and installation of following sizes of Heavy Duty, Hot Dip Galvanised MS ERW Conduits for Electrical & Communication System with required Solid Long Bends, Check Nuts, Nipples, Couplings, Reducers, Copper Clips, Copper Conductor, GI Wire etc, in Floor, Walls, Brick, Block Masonry, etc. including chasing & replastering as per the detailed specification. .(Refer Sec VI, Clause No.27). Make : Steel Kraft, ECW, Javeri
-
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25 mm Dia 1.8mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes
100
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32 mm Dia 1.8mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes
250
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40 mm Dia 2mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes
50
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Supply and installation 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 roof slab, column, beams etc as per the detailed specification.(Refer Sec VI, Clause No.27). Make : Avon plast, Javeri , Precision
-
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25mm Dia, 2mm wall thick PVC heavy duty conduit with 63mm deep Junction box
75
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Supply and installation of following sizes of Heavy Duty, PVC circular rigid Conduits for Electrical & Communication System with required Solid Long Bends, Couplings, GI Wire etc, in Floor, Walls, Brick, Block Masonry, etc. including chasing & replastering as per the detailed specification.(Refer Sec VI, Clause No.27). Make : Avon plast, Javeri , Precision
-
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25mm Dia, 2mm wall thickness PVC heavy duty round rigid conduits with 50mm deep Junction boxes
100
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Supply and installation of 150 mm Dia. 2 Mtrs Long, NP 2 Class Hume Pipes at a depth of 1200 mm including supply of Collars and fixing them with1:1 cement mortar and curing, including excavation in all types of soil, backfilling complete as per the detailed specification. (Refer Sec VI, Clause No. 8).
2
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Supply, embedment and flush mounting of following sizes of Metal Clad Socket in sheet steel enclosure with Plugs and Socket including chipping and finishing as per the detailed specification.(Refer Sec VI, Clause No.15.4). Make: Legrand,L&T, BCH
-
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1 Phase, 20A MC socket box with 20A SP MCB
7
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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).
-
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150(W)X150(H)X80(D)mm, 1.6mm thick sheet MS Box
10
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300(W)X300(H)X120(D)mm,1.8mm thick sheet MS Box
4
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400(W)X300(H)X200(D)mm, 1.8mm thick sheet MS Box
3
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Supply and Installation of MS Brackets, Supports, Frame work, Clamps, Base Channels, etc. fabricated out of angle / Channel / Rods etc. The rate quoted shall include the cost of fabrication / welding, cleaning and painting/ galvanising as follows including supply of required, fasteners, nuts, washers, etc.(Refer Sec VI, Clause No.11).
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MS fabrication 1 coat primer & 2 coats synthetic enamel paint
250
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Supply and Embedment of 50mm Deep, Square/Rectangular Concealed type and GI earthed 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). Make: Crabtree or equivalent.
-
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ONE/TWO Module
28
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FOUR Module
2
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SIX Module
18
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EIGHT Module rectangular
1
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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). Make: L&T or equivalent
-
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8 WAY Cat No:DBTPI008DD (Vertical) or equivalent make TPN TIER Per Phase Isolation (PPI) DB
1
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12 WAY Cat No:DBTPI012DD (Vertical) or equivalent make TPN TIER Per Phase Isolation (PPI) DB
1
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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).
-
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TPN,8 way Cable end box, Cat No:DBTPI008CB or equivalent suitable for TPN, 8 way TPN TIER Per Phase Isolation Distribution Board Cat No:DBTPI008DD
1
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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)
1
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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. (Refer Sec VI, Clause No.15.11).
12
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Wiring for lights / fans /sensors/ Power point with 1100V grade FRLS insulated copper conductor wires in existing concealed/ Exposed PVC / ERW / Flo-coated Metal conduits as per the detailed scope of work, including supply of Wires, termination of copper wires at either end by crimping including supply of PVC Sleeves/Ferrules, Copper Crimping Lugs and connecting the wires to various switches, sockets, etc. including testing and commissioning as per the detailed specification.(Refer Sec VI Clause No.18)
-
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Wiring with 1 Run of 1.5 Sq.mm Copper wire
300
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Wiring with 1 Run of 2.5 Sq.mm Copper wire
200
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2) The earth shall be dumped well inside the Dumping yard and not over approach pathway road.
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INR Zero Only
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