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 Date27 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 2,95,00,000
Costs
EMD
₹ 5,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IGCAR_836723_1Tender No
CEG/IGC/2057/2024Tender 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 for all kinds of soil with depth upto 1.5m below average Ground level, refilling the sides with selected excavated earth, filling the basement with surplus selected excavated earth and disposing surplus excavated earth upto a lead of 200 metres.
800
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-
Earthwork excavation all kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level refilling the sides with selected excavated earth, filling the basement with surplus selected excavated earth and disposing surplus excavated earth upto a lead of 200 metres.
575
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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
300
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-
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.
100
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-
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects 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
60
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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.
450
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-
Supplying and placing in situ Normal 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 cementitiouscontent. 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 should 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 & 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 at all levels / elevations as given in drawings, specifications as directed by EIC. 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 confirming 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. Form finish - "F3" shall be paid under relevant item as per direction of Engineeer-in-charge.
-
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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 for the levels from bottom of foundation level to FFL
300
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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 for the levels above FFL
250
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-
Providing and laying cast insitu controlled Plain cement concrete (PCC) of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine crushed graded stone aggregates (with VSI technology only) and 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 should be less than 7%) (Zone I /II) conforming to IS 383 - 2016, including 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, including Formwork, 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 confirming 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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M15 grade with 300 kg. of cement per cu.m. of concrete at all levels.
15
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M20 grade with 300 kg. of cement per cu.m. of concrete at all levels.
68
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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 levels for the items mentioned below.
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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TMT bars of Fe500D grade as mentioned for the levels from bottom of foundation level to FFL
33
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TMT bars of Fe500D grade as mentioned for the levels above FFL.
45
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Supplying, fabricating, erecting and fixing in position at levels for the items mentioned below, 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.)
-
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Centering and shuttering as mentioned above for the Levels From bottom of foundation level to FFL.
590
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Centering and shuttering as mentioned above for the Levels above FFL
1750
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Protective Coating over the external surface of RCC structures below ground level : Providing and applying coal tar epoxy based protective coating 'Master Protect 1812 of BASF or Fosroc Nitocot ET 550 or approed equivalent' applied in two coats for a total DFT of 300 microns with suitable brush or a roller brush (The Dry Film Thickness will be measured for a minimum thickness of 300 micron for payments). The mixed material shall have a density of 1.65Kg/Lit, adhesive bond strength of 1.50 Mpa as per ASTM D4541, abrasion resistance of 17mg/1000 cycles when tested as per ASTM D4060, CS 17 wheel and slant shear bond strength of 10 Mpa as per ASTM C882. The substrate shall be prepared by mechanically grinding using electrically operated hand held sander machines to expose all blow holes, voids and imperfections and these shall be cleaned by flushing with air and water if required to clean any oily substance and filled with suitable epoxy putty before the application of the protective coating, all complete as per the instruction of manufacturer and the Engineer in charge.f the protective coating, all complete as per the instruction of manufacturer and the Engineer in charge.
1200
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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 1:2:4, 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.
4
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Providing & fixing of Mechanical splicing for re-inforcement - TMT of dia 25mm dia using mechanical bartec threaded couplers of "Dextra" or equivalent of standard size and length of all types including "Threading" of 25mm dia TMT bars (A and B 2 Nos of thread), cutting of requird length of bars as per site condition, cutting to right angle for forging operation, cold forging, parallel threaded threading, thread protection plastic caps on couplers at all levels in column, beam, retaing wall or wherever required, including cost of labour, tools, tackles and scaffoldings, including freight etc all as per specifications, drawing and as directed by the Engineer-in-charge.
Note: Re-inforcement bars shall be paid under relavant item.
400
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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.
1.2
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Supplying and fixing PUF- insulation wall - cladding panel 50 mm thick with galvalume cladding sheet of Monowall micro-ribbed finish made out of High tension steel of thickness 0.50 mm with 550 MPA yield strength coated with hot dipmetalic Zinc - aluminium alloy coating Zincalume AZ - 150 or equivalent ( as per AS1397 ) as 150 gms / sqm total on both sides of Zinc ( 45% ) & Aluminium ( 55% ), with super polyester colorbond XRW quality paint coat as per AS /NZS 2728 ( Category 3 ) of approved colour. The colour shall have a total coating thickness of 35 microns of an super polyester XRW quality paint system as per AS/NZS - 2728 ( category 3 ) , comprising of 20 microns exterior coat on top surface and 5 micron reverse coat on back surface over 5 micron primer coat on both surface for the both outer and inner steel cladding. The steel manufacturer's test certificate for the chemical and mechanical properties of steel must be submitted for approval prior to installation.The sheet shall have brand marking of the manufacturer on the back of the sheet at every 1 m c/c for conforming genuinity of the material .The steel sheet shall be fastened using Class 3 ( as per AS3566) of size asper design, galvanized hex self - drilling fasteners of approved make and quality including EPDM / neoprene washer on each crest of sheets for connecting with purlins/GIRTHS etc., complete as directed by Engineer in charge. Note: 1) The panels should be joined with build in cam - lock system/ tongue and groove joint with narrow vertical gap between panel joints, which has to be sealed with suitable silicone sealent to prevent the heat transfer out side to inside and prevent rain water seapage. Note : 2) Density of insulation material should be 40kg/cu.m.
Note : 3) For cladding sheet: Laid area shall be measured and paid for (laps etc., shall not be measured). The sheeting shall be generally laid in accordance with Technical Specifications and Contractor shall ensure water tightness at joints and at all locations and sheeting shall be roll formed at site without any end laps.
Note : 4) The contractor is to submit design and workshop drawings and take approval on the sheet profile, design and detail before installation of the sheets from the Engineer-in-charge. The measurement shall be based on per unit of finished/covered surface area.
35
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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.
380
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-
Providing and constructing brick masonry at all lifts using well burnt stock bricks in cement mortar 1:5 using crushed stone sand including suitable 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
190
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-
First floor & parapet wall
58
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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
22
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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.
1250
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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.
1120
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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.
380
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-
Supplying and fixing in all position of Alkali resistance Glass fiber 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 manufacturers 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.
10
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-
Providing on the floor area by screeding with screed concrete of mix 1:1.5:3 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 "Conplast WL XTRA of Fosroc/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 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.
1
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Providing and constructing Haunching of size 100mm X 100mm (100mm in wall & 100mm in roof) using CM 1:3:1 at junction using 6mm down graded chips admixed with CERA LATEX SBR @ 1kg per 50kg (1 bag) of cement as specifications and as directed by Engineer-in-Charge in roof joints, terrace corners, gutter junctions, expansion joint area etc.,
120
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-
Providing and laying cement based water proofing treatment with a course layer of well burnt First class clay bricks of various sizes to an average thickness (excluding screed top) 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 of brick with 12mm thick in cement mortar 1:4 using crushed stone sand mixed with waterproofing compound and top layer of treatment screeding with 30mm thick of screed concrete flooring of mix 1:1.5:3 with water proofing admixer and finished smooth with top with thread marking at 300mm squares. Water proofing compound for all layers shall be "Conplast WL XTRA of Fosroc" or equivalent at the ratio specified by manufacturer recommendation.
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.
400
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-
Supplying and providing the CERA MEC STRIP SEAL upto 250mm width Expansion joint strip treatment for Roof slab/vertical wall area including chipping & surface preparation, applying CERA MEC SS ADHESIVE over the roof slab expansion joint to a minimum widh of 50mm and aligning to the required line, overlapping of minimum 100mm of strip with suitable rubber adhesive, carefully removing of air pcokets & wrinkles as specification including providing with apporved quality of polyethylene or high quality foam backer rods, including treatment with admixed with CERA LATES SBR @ 1kg per 50kg (1 bag) of cement at all joints, including all as specification and as directed by Engineer-in-Charge. Note: The area shall be tested for any leakages by ponding water in panels. Incase of any leaks found grouting shall be done with contractor cost.
26
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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.
350
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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 undualtion including cleaning ,scrubbing old paints if any (distemper/cement paint) complete all as directed by the Engineer-in-Charge.
1300
-
-
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, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
2100
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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.
250
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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.
820
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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, Double charged vitrified (tile size of 900x900mm and as approved by Architecture) fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
290
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-
In Dados and skirting laid over 12mm thick backing in cement mortar 1:3 using crushed stone sand for Double charged vitrified tiles
24
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-
Providing and laying first quality Joint less Full Body Terrazzo Vitrified tiles (800x2400x15mm) of following sizes with water absorption less than 0.08% confirming to IS:15622 of VITRONITE-KAJARIA or other approved equivalent make for flooring and skirting in all colours, shades and design of approved make including setting over base layer of 20 mm thick in cement mortor1:4, jointing with grey cement slurry @ 3.3kg per sqm or by using tile adhesive of approved make.grouting materials, curing, cleaning the surface with acid wash etc., all complete as pee specification and as directed by Engineer-in-charge.
Note:
The sample shall be got approved by the Engineer-in-charge before making bulk order.
-
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-
In flooring, vitronite or approved equivalent Full body vitrified slab fixing with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
112
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-
In Dados and skirting of vitronite or approved equivalent Full body vitrified laid over 12mm thick backing in cement mortar 1:3 using crushed stone sand for Double charged vitrified tiles
10
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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 /Matt finish 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.
35
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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.
185
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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.
60
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-
Providing and laying approved quality flamed /Leather finish 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 /Leather finish 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.
53
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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.
17
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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 (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.
36
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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.
3
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-
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.
20
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-
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)
5
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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.
1000
-
-
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. 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.
-
-
-
Steel door with Double leaf with Equal or unequal leaf with maximum of 2 Nos of vision panel, outward opening and all required accessories/hardware set.
13
-
-
Steel door with single leaf with 1 No. of vision panel inward or outward openingand as per drawing all required accessories/hardware set.
27.5
-
-
Supplying and fixing the PVC switch type Aluminium Glazed windows shutter lock including the screws and accessories etc complete as per specifications and as directed by Engineer-in-charge.
58
-
-
Providing and fixing 4 lever Mortice lock of ‘Godrej’ or other approved equivalent make with a pair of keys suitable for aluminium doors all complete as per specification and as directed by the Engineer-in-charge.
6
-
-
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.
5
-
-
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.
4
-
-
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.
3
-
-
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.
4
-
-
Providing and fixing glazing 5mm thick tinted 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.
46
-
-
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)
800
-
-
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.
Note: Sample of grill shall be got approved before bulk purchase.
15
-
-
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.
67
-
-
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.
56
-
-
Providing and fixing Parryware Cascade Canterbury or Aravali range or equivalent water closet suite of 'Magenta or Hazel Hue' or approved colour, Floor mounted Europen closet and coupled cistern with concealed 'P' trap and conversion bend provided for 'S' trap, flushing cistern top pull, matching seat cover and pedestal etc. complete all as directed by the Engineer-in-Charge.
3
-
-
Providing and fixing coloured Vitreous Indian water closet of Orissa pattern W.C. pan of size 580x440mm with integral type foot rest with 100mm China ware P or S trap, One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15mm Inlet connection with all fittings and fixtures, 15mm stop cock, complete including all connection, embedding in position commissioning, cleaning etc. all as per drawings and specifications and as directed at site. (colour as directed by the Engineer-in-Charge)
1
-
-
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.
1
-
-
Providing and fixing Viterious china white wash basin Jaquar CNS - WHT-705 / CONTINENTAL / parryware GENEVE series under counter wash basin of size range 500 to 590 X 400 or equivalent including providing and fixing Heavy Quality C.P Brass - Auto closing system Pillar Cock, inlet connection, 32mm Heavy quality C.P. brass waste coupling of standard pattern and cutting and making good at walls and testing complete all as per specifications and as directed by the Engineer-in-charge. Note:1) Wash basin mentioned Model and size or equivalent shall be got approved by EIC before purchasing. Size of wash basin indicative only. If due to non availablity, revised size/model shall be got approved by EIC. 2)Pillar cock, waste coupling, angle cock shall be of Jaquar/Parryware make or approved type/make.
5
-
-
Providing and constructing Wash Basin Counter of 600mm width in approved mirror pre-polished 18mm thick Granite stone slab fixed with 20mm thick bedding in cement mortar 1:4 minimum for mounting of wash hand basins of specified size as per drawing including providing & fixing of 50mm thick RCC slab (1:2:4), cutting necessary holes in counter (in both RCC & granite) for fixing wash basin, double moulding edge profile with nosing etc., all complete as per detailed drawing and specifications. Note: 1) Plan area shall be measured for payment & cut-out for providing wash basin shall not be deducted. 2) This item incluisive of providing and fixing of RCC counter slab of 50mm thick & which includes shuttering, steel re-infocement of 10mm dia of 200mm C/C both direction. 3) Granite slab to be fixed in top and front elevation area of slab. 4) RCC slab bottom to be finished neatly with 'F3' finishing. 5) Brick work supports for fixing the slab shall be paid under relevant item.
3
-
-
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)
3
-
-
Providing and fixing 18mm thick coloured marble stone slab, 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, using 6mm nominal size aggregate and finished smooth complete all as per specification and as directed by the Engineer-in-Charge
3
-
-
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.
3
-
-
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.
3
-
-
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.
3
-
-
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)
1
-
-
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 “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)
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.
12
-
-
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
75
-
-
Providing and fixing 150mm dia. Cast Iron slotted gratings over the rain water down take pipes at roof including chipping and grouting, painting two coats of anticorrosive paint complete all as directed by the Engineer-in-Charge.
16
-
-
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.
-
-
-
25mm outer dia uPVC pipe
2
-
-
32mm outer dia uPVC pipe
6
-
-
40mm outer dia uPVC pipe
20
-
-
50mm outer dia uPVC pipe
70
-
-
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.
-
-
-
20mm outer dia CPVC pipe
2
-
-
25mm outer dia CPVC pipe
30
-
-
Providing and laying the following sizes PVC water supply line with 'Finolex / Varun / Truebore' or approved equivalent make PVC pipes suitable for 6 kg/sq.cm pressure and specials confirming & marked to to IS:4985 including jointing with PVC jointing compound, laying and fixing the pipes in the excavated trenches, cost of all types of specials such as tees, reduces, coupler, reducing bushes, threaded adaptor, elbow, tail pieces, caps etc., and testing the line as directed by the Engineer-in-Charge.
-
-
-
40mm dia
10
-
-
63mm dia
20
-
-
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
1
-
-
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
4
-
-
Providing and laying of underground drainage / Sewerage uPVC pipes of SN 8 class conforming to IS:15328 of approved make suitable for elastomeric sealing ring joints including cost of spigot and socket end pipes with provision for sealing rings, specials, cutting, jointing with elastomeric seals, testing, etc., all complete as per specifications and as directed by Engineer-in-Charge.
-
-
-
110mm OD SN8 Pipes
70
-
-
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.
3
-
-
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
7
-
-
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
3
-
-
Supplying and fixing of FRP manhole cover with frame- 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. and as directed by Engineer-in-charge.
-
-
-
FRP manhole cover of 600 x 600 mm size
8
-
-
Providing, hoisting and installing at required elevation moulded antimicrobial cylindrical vertical water storage tanks of "SINTEX" Pure or approved equivalent make of the following capacities with suitable Cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I Nipples ranging from 15mm to 50mm n.b of average 150mm length with double check nuts, washers etc. all complete and as directed by the Engineer-in-Charge.
-
-
-
Antimicrobial cylindrical Vertical storage Water Tank 1500 Litre Capacity
1
-
-
Providing and fixing 40mm internal dia Brass Float Valve (for fixing inlet connection at water tank) with heavy quality PVC float and brass rod of heavy quality full bore type for medium pressure to be tested to 6 Kg./sq.cm. with ISI mark.
1
-
-
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.
10
-
-
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.
30
-
-
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.
1
-
-
Dismantling GI Sheet, MS pipes,aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling at all levels including disposal of unserviceable surplus material and stacking of serviceable material within 50 meters lead as directed by Engineer-in-charge.
4
-
-
Dismantling old plaster or skirting raking out joints without disturbing structure and cleaning the surface for plaster at all levels including disposal of rubbish to the dumping ground within 50 metres lead all as per specifications and directed by the Engineer-in-charge.
60
-
-
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.
170
-
-
Providing and fixing Designer Concrete wall tile cladding (using "EUROCON / ULTRA / Duracrete" make or approved equivalent type and make) of approved colour and design in external / internal walls over 12mm thick cement mortar 1:3 using crushed stone sand setting the tiles in cement slurry including pointing the joints with white cement with matching colour pigments, scaffolding, curing and cleaning the external face of tiles by water sponging complete all as per specification and as directed by the Engineer-in-Charge.
15
-
-
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.
0.35
-
-
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.
1.5
-
-
Providing 18mm thick plywood 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.
1.7
-
-
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.
3
-
-
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 100x10mm (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.
1
-
-
Providing and fixing Stainless Steel "C" type Door handles 10mm dia SS 304 Grade solid Rod, 150mm 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.
2
-
-
Providing and Fixing Stainless steel Piano hinges ISI marked IS:3818 of over all width 35 mm, fixing with necessary stainless steel screws etc.complete all as per specifications and as directed by the Engineer-in-Charge.
4
-
-
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
-
-
Supplying, laying and fixing in position the following sizes of Ductile iron pipes in standard lengths K9 class confirming to IS:8329-2000 & bearing with ISI marks, suitable for rubber gasket (SPR) push on joints, pipes and cement mortar lining inside barrel conforming to ISO : 4179 including lowering them in to the excavated trenches and laying, fixing in position to proper grade and alignment all as per IS:12288 and standard specifications including cutting the pipes to the required length, cost of labour, pipes and other materials, tools and plants for laying and installing the pipe lines and testing the lines to the required hydrostatic pressure of 14 kgs/sqcm at the specified intervals but excluding cost of Ductile iron specials / fittings and joints which will be paid under relevant items. (The effective length of the DI fittings / specials, valves, Double flanged pipes etc will be deducted from the overall measurements of the pipe line for making payment against this item.)
-
-
-
200mm dia K9 class DI pipe
40
-
-
Providing and fixing rubber gasket (SPR- Synthetic propylene rubber) Push on joints to the following sizes of DI pipes including insertion of rubber gasket in to the centering rings of the socket of the pipes and pushing the spigot end in to socket and making the joint intact to withstand the hydrostatic pressure of 14 kgs / sq.cm. including cost of all materials, rubber gasket, tools and plants etc complete conforming to IS: 5382 and IS: 12288.
-
-
-
200mm dia
12
-
-
Supplying and fixing, tested heavy quality DI specials / fittings K12 class socket, spigot and flanged specials such as bends, collars, tapers, tees, duckfoot bend, flanged socket and flanged spigot tail pieces, blank flanges etc and conforming to IS:9523 and IS:8329. Drilling holes to the flanged fittings shall be PN 25 Classification and socket specials / fittings shall be suitable for rubber gasket (SPR) pushon joints etc complete. (Joints will be paid for separately under relevant items).
300
-
-
Providing and fixing in position the following sizes of Cast iron sluice valves 'Kirloskar or Leader make conforming to IS 780 class I non-raising spindle ends flanged and drilled to IS 8329:2000 and IS 9523:2000 to PN 16 classification etc complete. ( making flanged joints will be paid for separately under relevant items.)
-
-
-
100mm dia.
1
-
-
200mm dia.
1
-
-
Supplying and fabricating and fixing in position the following sizes of the MS flanged pipes of 500mm long and wall thickness of 6mm with 20mm dia Tee provision at the middle of the pipe to accommodate pressure gauge assembly and the flanges drilled to IS 8329:2000 and IS 9523:2000 to PN 25 classification including drilling hole and inserting the 20mm ID MS pipe into main pipe and welding, end of the pipe shall be screwed to receive 20mm dia GI pressure gauge assemblies including cost of all materials and labour charges for fabrication, welding and installation pressure gauge assembly in the hydrant points etc complete and as directed. (making flanged joints will be paid for under relevant item)
-
-
-
100mm dia x500mm length MS flanged main pipe ad inserting 20mm ID MS pipe
1
-
-
Making flanged joints of the following DI pipes, specials and valves, providing and fixing standard size and numbers of MS bolts, nuts and washers, 3mm thick ply rubber insertion and testing the joints to 14 kgs / sqcm hydrostatic pressure and making good all the defects and leakages inclusive of cost of all jointing materials, bolts and nuts and labour etc. all complete as per standard specifications and as per IS 8329 / 2000 and IS 9523 / 2000.
-
-
-
100mm dia.
2
-
-
200mm dia.
2
-
-
Construction of Valve 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 with necessary brick carbelling as required, plastering with cement mortar 1:3, 12mm thick finished smooth with a floating coat of neat cement inside chamber and with cement mortar 1:5, 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 for foundation concrete forming bencing in PCC 1:2:4 using 20mm maximum size graded aggregate etc. complete all as per specification, drawing and as directed by the Engineer-in-Charge.
-
-
-
Valve chamber of internal size 1200x900mm
1
-
-
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 1200x900mm
1
-
-
Supplying and painting two coats of flat oil paint of fire red colour of approved make and quality over a coat of primer for all parts of fire hydrants and valve chamber covers etc including cost of paint, brushes, preparation of surfaces, applying putty and labour charges etc complete all as per specifications.
5
-
-
Providing and fixing fire water supply line marker with 50x50x6 mm MS angle of 1.25 metres length with base concrete of PCC 1:2:4 of size 250x250x250 mm cube including drilling the holes in the MS angle to facilitate fixing the WS inscription name board and painting two coats of approved paint and colour over a coat of red oxide primer etc complete including cost of all materials, board and labour.
2
-
-
Providing and fixing pressure gauge of 4" dia of range 0 to 20 Kg/Sq.cm including cost of pressure pipe assemblies and GI specials ISI marked etc. all as per specifications and as directed by the Engineer-in-Charge.
1
-
-
Providing new connection with existing fire water supply line: Earthwork excavation of required length and width per site condition to connect new pipe line / new specials of dia 150mm to 200mm D. I/ M.S pipe with the existing fire water supply line including, dewatering, removing the slush from the trenches, conveying of the earth and slush away from the trenches to prevent over burden for the trench, cutting the fire water supply pipe and removing the pipes from the mains and re-installing the new pipes, jointing and testing the pipeline and re-filling the excavated trenches in to the original condition etc.,all complete and as directed by the Engineer-in-charge. Note: All necessary materials viz. pipes, specials and jointing materials will be paid under relevant items based on the length of the pipes and specials replaced and installed at the site.
2
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Existing fire water supply line removal: Earthwork excavation below ground level required as per site condition for the removal of existing fire water supply line including dewatering, removing the slush from the trenches, cutting, un screwing, unclamping the existing pipes using suitable tools and removing the pipes from the mains including conveyance of pipes to handed over to civil office and refilling the excavated soil all complete and as directed by the Engineer-in-charge for 150mm to 200mm dia fire water supply line of D. I/ M.S pipe with specials.
25
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-
Providing fixing and testing Stainless Steel landing valve type fire hydrant Newage or equivalent make with 73mm ID instantaneous female outlet to receive 63mm ID male instantaneous pattern couplings, blank cap and chain, fitted with female adopter, hand wheel shall be made of mild steel or cast iron and spindle made of stainless steel rod, washers, gaskets and gland packing etc complete. water tightness shall be tested to hydrostatic pressure of 14 kgs/sqcm. (Marking flanged joint will be paid for under relevant items.)
-
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-
Landing valve type double head with double outlet and inlet flange should be 220mm O/D and 180mm PCD, drilled to IS:8329/2000 and IS:9523/2000.
1
-
-
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).
-
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12 WAY Cat No:DBTPI012DD (Vertical) or equivalent make TPN TIER Per Phase Isolation (PPI) DB
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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-
300(W)X300(H)X120(D)mm,1.8mm thick sheet MS Box
10
-
-
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 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).
-
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-
TWELVE Module
53
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-
SIX Module
10
-
-
FOUR Module
13
-
-
ONE/TWO Module
192
-
-
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.
20
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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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