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 Date11 Sep 2024
Closing Date25 Sep 2024
Tender Amount₹ 4,90,74,000
Costs
EMD
₹ 9,81,480Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IGCAR_825577_1Tender No
CEG/IGC/2039/2024Tender Authority
Indira Gandhi Centre For Atomic Research ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Earthwork excavation by mechanical means (Hydraulic excavator) or 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 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 levelled by breaking clods, if any and neatly dressed and levelled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge.
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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.
900
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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.
700
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Earthwork excavation all kinds of soil with depth exceeding 3m but not exceeding 4.5m 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 200metres.
450
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Providing and erecting system for dewatering and drainage of water as from site to main drain so as to retain the excavated formation dry for the duration required by the client / consultant including cost of all equipment’s, consumables, site protection, etc. all as per specification and as directed by Engineer-in-charge complete.
4000
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Supplying and filling the selected earth from outside of DAE installation (with all lead and lift), 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.
400
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Conveying the surplus excavated earth, broken materials, 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, @ 30% in respect of debris 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 3 kilometre but not exceeding 4 kilometre
825
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in basement / sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete in all respects as per clause 406 of MoRT&H specifications for road and bridge works (Latest Revision) and as directed by the Engineer-in-Charge.
Note : Item rate shall include conducting all field tests / lab tests.
220
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Providing and placing in situ controlled cement concrete of grade & total minimum cementitious content as specified (cement + fly ash) for kg/Cu. M, using OPC conforming to IS 269-2015 or latest edition and with required fly ash conforming to IS 3812 Part -I / ASTM C-618 Class F. Fly ash should be blended at site such that fly ash content should not exceed 20 % by weight of total cementitious content using 20mm nominal size graded hard stone aggregate obtained from approved quarry mechanical mixing/Ready mix supply plant mixing, transporting/transporting by Transit Mixers, pumping using Concrete pumps/ placing with crane buckets etc., at all levels, lifts & all structural elements including centering and shuttering, dewatering wherever necessary, including compacting, finishing top surface to level, curing (For a period of at least 10 days), etc. complete as directed by the Engineer-in-charge at levels for the items mentioned below. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates with maximum size of aggregate not exceeding 20 mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and shall be washed in water to remove finer particles, the micro fines particles of size less than 75 micron should be less than 7%) (Zone I /II) conforming to IS 383 – 2016.
Note:- 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.
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M20 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 320kg/cum of concrete and minimum cement content of 256 Kg/cum of concrete upto FFL as mentioned (in the item above).
100
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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 cementitious content. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates with maximum size of aggregate not exceeding 20 mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and 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 Engineer-in-Charge. Rate to include all materials, labour, tools /tackles, plant and equipment, supervision, etc. complete. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture 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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M25 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 350kg/cum of concrete and minimum cement content of 280 Kg/cum of concrete as mentioned (in the item above) for flooring, concrete pavement, ramp and other areas as required.
75
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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 (in the item above) for the levels from bottom of foundation level to FFL.
335
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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 (in the item above) for the levels above FFL.
450
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Providing on the floor area by screeding with screed concrete of M20 grade with total minimum cementitious content (cement + fly ash content not exceed 20% by weight of total cementitious content) 320kg/cum of concrete and minimum cement content of 256 Kg/cum of concrete (shall be using 10mm down aggregate) admixed with crystalline based integral water proofing admixture CERA CRYSTALLINE INTEGRAL / Conplast / SIKA WT-215P or equivalent at the ratio specified by manufacturer recommendation to the required thickness of depending on the downtake pipes available including applying one coat bonding polymer modified mortar 1 : 2 (1 cement : 2 crushed stone sand) admixed with CERA LATEX SBR / FOSROC NITO BOND SBR / SIKA additive or approved equivalent at 3kg per bag of cement by manually with compressed air under pressure over the prepared surface at all locations and all the elevation as specification and as directed by Engineer-in-Charge. Note: 1) The area shall be tested for any leakages by ponding of water (water holding test) before and after application of treatment in panels. (panels shall be made by least ratio of cement mortar and the same shall be thoroughly cleaned before receiving further treatment). 2)This item shall includes 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 site condition. 3)Concrete shall be placed in layers 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.
35
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Supplying and fixing in all position of Alkali resistance Glass fibre mesh of Gyproc Fiber Mesh or equivalent (4-5mm square aperture or as per specified at site with 145 gsm) fixed with neat cement paste or by manufacturer recommendation for screed concrete fixed in-between the layer of screed concrete with minimum 100mm overlapping at mesh joints and as instructed by Engineer-in-charge.
350
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Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, exhaust fan moulds etc., in reinforced cement concrete of 1:2:4, using 20mm and below machine crushed graded stone aggregate and crushed stone sand including weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork & moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer-in-Charge.
6
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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 all as directed by the Engineer-in-Charge.
13
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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 Item for the Levels From bottom of foundation level to FFL.
700
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Centering and shuttering as mentioned above Item for the Levels above FFL.
3175
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Providing and fixing approved design of Doka Staircase Tower system up to 30M height using with 1.20m height load bearing tower frame, preassembled stairway elements, intermediate exits permit safe access to all work - deck levels. The stair tower is anchored to the structure as required by the usage situation and complies with the relevant safety rules (Class B to EN 12811-1). The system consists screw jack foots, basic frames, inner, outer, access, landing, railing systems, staircase systems, access supports, scaffolding tubes, scaffolding planks, hand rail posts, scaffolding tube holders, couplers of different types etc. made with M.S. Tubes and M.S. Plates and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The Doka Staircase Tower system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in-charge. The elevation area of the doka staircase system shall be measured for payment purposes at wide of every 1.20m and plan area of intermediate exits permit safe access to all work - deck levels also shall be measured for payment purposes. The payment shall be made once irrespective of duration of doka staircase system.
45
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Supplying and injecting with approved quality chemical emulsion at the rates 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 works 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 10 (ten) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee.
350
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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 Nitocote ET402 or approed equivalent 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.
1100
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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 (in the item above) for the levels from bottom of foundation level to FFL.
57
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TMT bars of Fe500D grade as mentioned (in the item above) for the levels above FFL.
82
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Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members, MS structural embedment’s/penetration etc. using MS angles, channels, I-sections, plates, tees, flats, rounds, square, sections etc. including chamfering and rounding off the edges, applying paint as described below of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per technical specifications, drawings and as directed by the Engineer-in-charge. (This item includes all structural works for steel structure, steel frame work, Ep's etc.,)
Note: (i) Lifting device arrangements if any required also to be arranged by the contractor at his own cost. (ii) 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]
8
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Providing Structural steel work in M.S Plain Plates and chequered Plates in Embedded Parts, Trench Covers, Connection plates etc. including cutting, hoisting, fixing in position and applying paint as described below of approved colour and make, including cost of structural steel Plates, welding, all labour charges etc. complete as per drawings and specifications. Structural steel plates to be used shall be of approved make. Note: (i) Lifting device arrangements if any required also to be arranged by the contractor at his own cost. (ii) 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)
0.2
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Supplying, fabricating, installing, placing and securing in position mild steel grills for windows comprising of square bars / MS flats as per detailed drawing including cutting, bending to shape, welding, painting as specified in note with approved colour complete all as per specification and drawings. Note: (i) Painting: a) Epoxy primer - 2 coats (Before and after erection) b) Micaceous iron oxide - 1 coat. c) Chlorinated rubber based paint - 2 coats (Finish paint)
175
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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 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.
675
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Providing and fixing mechanical anchor bolts of size 16 x 100mm from Hilti or approved equivalent make including drilling, fixing with adhesive of Hilti compound in position at all elevation as per specification and as directed by the Engineer-in-charge. The rate inclusive of all material/machinery and manpower and scaffolding works if required.
40
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Providing and constructing with approved well cured flyash brick work in cement mortar 1:5, flyash bricks are made as per IS 12894 of latest edition (flyash + crushed sand stone + Lime + additive/cement with water proofing chemicals and Accelerators) (non modular) of class designation 5.0 in superstructure including scaffolding, raking out joints, continuous water curing for a minimum period of 14 days from the date of construction, complete as per specifications, drawings and as directed by the Engineer-in-Charge at all levels and lifts & all floors as mentioned below.
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for Basement and Ground Floor
115
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First floor
110
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Second floor
110
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Third floor & Parapet wall
16
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Providing and constructing at all floors and lifts 115mm thick brick work in cement mortar 1:4 including providing and placing in position 2 nos of 8mm dia rods at every 4th layer using approved well cured flyash brick work as per IS 12894 of latest edition (flyash + crushed sand stone + Lime + additive/cement with water proofing chemicals and Accelerators) (non modular) of class designation 5.0 including scaffolding, raking out joints, continuous water curing for a minimum period of 14 days from the date of construction, complete as per specifications, drawings and as directed by the Engineer-in-Charge at all levels and lifts & all floors, scaffolding, curing, racking out the joint on both faces etc. complete all as per specification and as directed by the Engineer-in-Charge. (Note: The rate shall be excluding the cost of reinforcement steel. The reinforcement steel will be paid separately under relevant item.)
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for Basement and Ground Floor
25
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First floor
25
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Second floor
16
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Providing plastering in cement mortar 1:4, 15mm thick at all elevations for internal and external faces of brick work/concrete surfaces mixed with approved water proofing compound CERA CRYSTALLINE INTEGRAL / SIKA WT-215P or approved equivalent at minimum 2% by weight of cement or as per manufacturers specification, including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, all materials, scaffolding, at all elevations complete all as per specification, chajjas or other masonry, concrete surfaces, and as directed by Engineer-in-Charge.
475
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Providing Rough cast plastering 20mm thick at all elevations and levels consisting of 8mm thick rough cast in cement mortar 1:3 using 6mm to 10mm size hard granite stone, over a bed of 12mm thick cement mortar 1:4 for external faces mixed with approved water proofing compound CERA CRYSTALLINE INTEGRAL / SIKA WT-215P or equivalent at 2% by weight of cement, including scaffolding, curing, providing grooves wherever required complete all as per specification & drawings and as directed by Engineer-in-Charge.
725
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Providing plastering to the internal surfaces of brickwork/concrete at all elevations in cement mortar 1:5, 12mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
1425
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Providing plastering to the internal / External surfaces of brickwork/concrete at all elevations in cement mortar 1:5, 12mm thick including with a floating coat of neat cement hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications.
300
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Providing and laying water proofing treatment as specified below to vertical & horizontal surfaces to the required height and bottom of WCs, bathroom, planters, water tanks, raft, lift wall or any other locations as directed, with proper gradient, protective topping suitably finished or keeping rough to receive tiles, surface preparation, injection grouting wherever required using shrinkage compensating plasticizing admixture, pond curing, water tightness testing, etc. complete all as detailed hereinafter including testing for leak-proof ness complete. Note: Water proofing treatment should be done by an agency specialised in the job having sufficient knowledge of water proofing treatment. Suggested vendors : (a) M/s. Cera-Chem Pvt. Ltd., Chemicals (b) M/s. Sika India Pvt. Ltd. Chemicals. (c) M/s. Fosroc Layers of water proofing treatment to be done as follows: a) 1st Bonding coat: Providing and applying two coats of bonding slurry agent of CERA LATEX SBR / Pidilite (RBR - SBR) or equivalent to the cleaned and prepared concrete surface proposition as per manufacturer recommendation. b) Base coat of Polymer modified mortar : Applying polymer modified mortar 1:2:2 (1 cement : 2 sand: 2 stone Aggregate of nominal size 6mm) admixed with CERA LATEX SBR / Pidilite (RBR - SBR) / FOSROC NITO BOND SBR or equivalent @ 3 kg per bag of cement for a thickness of 6mm over the prepared surface. c) Fixing of glass fiber mesh of Gyproc or equivalent Alkali resistance Glass fibre mesh (4-5mm square aperture with 145 gsm) fixed in the plastering area as instructed by Engineer-in-charge and fixed as per manufacturer recommendation. d) Second coat of Bonding cum water proofing coat: : Providing and applying tow coats of bonding slurry agent of CERA LATEX SBR / Pidilite (RBR - SBR) or equivalent to the cleaned and prepared concrete surface proposition as per manufacturer recommendation. e) Top coat of Polymer modified mortar : Applying polymer modified mortar 1:2:2 (1 cement : 2 sand: 2 stone Aggregate of nominal size 6mm) admixed with CERA LATEX SBR / Pidilite (RBR - SBR) / FOSROC NITO BOND SBR or equivalent @ 3 kg per bag of cement for a thickness of 20mm over the prepared surface. The rate includes cleaning the slab surface of all mortar fallings, opening, filling / grouting cracks, injection grouting to RCC surfaces, necessary curing and drying period for each coat as recommended by the manufacturer, providing proper bonding keys in each layer and 75mm vata with above all specified coats on all sides.
105
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Providing F3 finish over concrete surfaces in cement mortar 1:1.5 (1 part cement : 1.5 part fine crushed stone sand) including wetting the surface, bringing level and line to the required, labours, curing, all materials, scaffolding, at all elevations complete all as per specification and as directed by the Engineer-in-Charge.
2450
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Providing and constructing haunching of size 100mm X 100mm using CC 1:3:1 using 6mm down graded chips admixed with CERA LATES SBR @ 1kg per 50kg (1 bag) of cement as specification and as directed by Engineer-in-Charge.
200
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Providing and fixing of water proofing treatment using APP membrane in 2 layers using ‘CERA WP SHIELD P4180’ 4mm thick and ‘CERA WP SHIELD SLATED’ 4mm thick with suitable adhesive base coat at roof slab top, expansion joint covering, gutter etc., as per specifications and as directed by the Engineer-in-Charge.
60
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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 width of 50mm and aligning to the required line, overlapping of minimum 100mm of strip with suitable rubber adhesive, carefully removing of air pockets & wrinkles as specification including providing with approved quality of polyethylene or high quality foam backer rods, including treatment with admixed with Cera latex SBR @ 1kg per 50kg (1bag) of cement at all joints complete all as directed by Engineer-in-Charge. Note: The area shall be tested for any leakages by ponding water in panels. In case of any leaks found grouting shall be done with contractor cost.
50
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Providing and fixing in position polystyrene joint filler board "DURAboardHD100" high performance cross linked, pre-moulded, compressible joint filler board / expansion joint board manufactured by M/s supreme or equivalent, of non-bituminous superior boards of 50mm thick for Expansion joint area column, beam faces, machine foundation joints and fixing as per manufacture recommendation specifications and drawings and as directed by the Engineer-in-Charge.
125
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Providing and fixing of aluminium colour anodized sheets of required width & thickness for vertical portion of expansion joints. The rate inclusive of necessary high quality screws, slots, fixing charges, scaffolding complete all as per specification and as directed by the Engineer-in-charge. Note: 1.Payment shall be made on the basis of weight of Aluminium members /sections fabricated and actually installed in position without extra allowance for wastage. No extra payment shall be made for all non-Aluminium consumable items like screws, gasket, weath. 2. All fittings shall be of matching colour Anodizing Aluminium sections and cost shall be included in the quoted rate. 3. The Aluminium sections shall be smooth, rust free, straight, mitered and joined mechanically wherever required cleat angles at no extra cost. 4. All required measures to be taken to prevent Bimetallic corrosion wherever different metals coming in contact.
110
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Supply & Application of single component elastomeric Polyurethane coating system on concrete surface. The scope of the work includes shifting of materials to the required elevation, stacking, packing pinholes with suitable filler material, cleaning & preparing the surface, applying one coat of compatible primer and then applying mechanically / manually PU coating of 2.0mm thick in multiple coats as directed by the Engineer-in-charge.
400
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Providing and applying white cement based wall putty (Birla wall care or approved equivalent) over concrete or plastered surface two or more coat to get uniform surface free from undulation including clearing complete all as directed by the Engineer-in-Charge.
1425
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Providing and applying painting Two coats at all levels with premium Plastic emulsion paint (Asian/Nerolac or Equivalent approved brand, colour and manufacturer) to give an even shade including one under coat of suitable primer, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-Charge.
2925
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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.
650
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Providing and applying painting Two coats on rough cast plaster work 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.
725
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Providing and fixing Industrial vitrified tile Majorda (Endura) of Johnson/Kajariya/Somany or approved equivalent with water absorption as per Latest Indian standard conforming to IS 15622 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 colouring 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 in respect of brand, thickness, shade, finishes or charges of tiles has to be got approved by the Architect/Engineer before procurement.
-
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In flooring, Industrial vitrified tile of Majorda (Endura) of Johnson/Kajariya/Somany or approved equivalent with 20mm thick bedding in cement mortar 1:4 using crushed stone sand.
120
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In Dados and skirting laid over 12mm thick backing in cement mortar 1:3 using crushed stone sand.
15
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Providing 40mm thick concrete flooring with metallic concrete hardener topping at all levels and floors consisting of under layer 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, curing, finishing using power trowel, curing, providing contraction joint cutting by saw cutting, filling the joint with required approved sealant as specified by Engineer-in-Charge, cleaning the surface neatly at the time of handing over the area etc. complete all as per specifications and drawings.
180
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Providing and laying 40mm 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., laying, consolidating, finishing using power trowel, curing, providing contraction joint cutting by saw cutting, filling the joint with required sealant as specified by Engineer-in-Charge 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.
270
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Providing cement plaster skirting in cement mortar 1:3, 10mm thick, using crushed stone sand, 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.
30
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Providing and Fixing PVC flooring with Polyfloor Ecomax heavy duty safety flooring of 2mm thick conforming to IS latest edition in flooring and skirting in approved pattern, colour & shade on a smooth and damp proof base using rubber based adhesive of approved quality as per manufacturer recommendation or manufacturer like Dunlop-S -758, or Fevicol SR 998, or approved equivalent including cleaning & preparation of surface, levelling small undulations with plaster of Paris if required, rolling with light wooden roller weighing about 5 kg all complete all as per specification and as directed by the Engineer-in-Charge
Note: The sample sheet shall be got approved by the Architect/Engineer before procurement.
290
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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, 20mm thick (or backing of cement mortar 1:3, 12mm thick as mentioned below) pointed neatly with white cement mixed with colouring 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.
20
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In steps / step thread, 18mm thick Granite slab with anti-skid grooves of required pattern & 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 and as directed by the Engineer-in-Change.
55
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Providing and fixing 1st quality ceramic glazed floor/wall tiles confirming to IS 15622 of Kajariya/NITCO/Somany or approved equivalent 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 (in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3), including machine / hand cutting to required size and shape, pointed neatly with white cement mixed with colouring pigment to match colour of tile, properly finished in all respects, cleaning the surface neatly at the time of handing over the area, all materials and labour complete.
Note: The sample tile in respect of brand, thickness, shade, finishes or charges of tiles has to be got approved by the Architect/Engineer before procurement.
-
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In flooring fixing with 20mm thick bedding tiles (300X300) Anti skid ceramic tile of Kajariya/NITCO/Somany or approved equivalent in cement mortar 1:4
75
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In Dados and skirting laid over 12mm thick backing in cement mortar 1:3 with Ceramic glazed wall tile and size of 300X600 of Kajariya/NITCO/Somany or approved equivalent.
260
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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.
100
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Providing and fixing of Hollow metal steel door at all levels from certified Manufacturer. All hollow metal general doors with or without vision panel/louvers shall be of Pressed Galvanised steel Double or Single leaf to required sizes of approved make Shakti Hormann or approved equivalent which consists of frame, shutter, infill and finish as detailed below and conforming to IS 277. Note: 1.Door frame shall be Single rebate profile of size 100 x 57 mm made out of 1.20mm thick galvanised steel sheet (18 gauge). Frames should be Mitered and field assembled with self tabs.Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement slurry if recommended on the clear masonry 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 gauge) 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, mortise locks, and including door closer Make HARWIN or DORMA. 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 beading on the inside. Louvers when recommended should be site proof and shall be flush fixed on the external surface. Note: 3) All doors and frames shall be finished with polyurethane aliphatic grade paint of approved colour. The door leaf and frame shall have passed minimum 250hours of salt spray test. Rate should include supply and installation of door and hardware set as mentioned in the door and hardware schedule and as directed by Engineer-in-Charge. The door shall be despatch after the approval of the pre-despatch inspection by the Engineer. Note 4) Hardware fittings for Double / Single Leaf Door : (i) Dorma BB4330 SS Ball Bearing Butt Hinges 100x75x3 (ii) Dorma Dead Lock Both side key cylinder (iii) Dorma SS 304 Grade Pull handle 22mm Dia Length 300mm Pair (iv) Dorma Door Closer TS 68 with standard arm silver finish (v) Ryobi Concealed Flush Bolt body RB 10 (vi) Rod for Ryobi Flush Bolt RB 10 length - 265mm (vii) Float glass clear 5mm thk w 200mm x H 300mm (viii) Single adhesive monarch seal 4mm Note: 5)Submission of shop Drawing is in the scope of cotractor. 6) Payment will be made based on clear structural openings. 7) Approval of door with respect to brand/ manufacturer/ make, the contractor shall be got approval of EIC before making bulk order for door.
-
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Steel door with Single leaf with vision panel and all required accessories/hardware set.
5
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Steel door with Double leaf with Equal or unequal leaf with 2nos of vision panel and all required accessories/hardware set.
44
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Steel door without vision panel Single leaf with Louvers at bottom and all required accessories/hardware set.
13
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Providing, supplying, and fixing in position Factory made WPC Door frame of size 100 x 50mm 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 40mm X 3mm thick 200mm 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.
25
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Providing and Fixing 28mm 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 by Engineer-in-Charge before procurement)
8
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Providing, installing, testing & commissioning of Non-perforated Motorized Rolling shutter with top cover, made from G.I. strips of 18 gauge with interlocking lath sections, complete with specially designed wind locking arrangements, side guides, bottom with rubber seal, brackets made from M.S. Sheet, finished with painting scheme as mentioned in note, with strong suspension shaft and with fitting accessories, remote control, additional key selector / push button etc. complete all as per approved shop drawings and as directed by the Engineer-in-charge. (Manufactured by M/s. Gandhi automations Pvt. Ltd. or approved equivalent) and for providing Rolling shutter automation system comprising of GAPOSA or approved equivalent side one motor with manual chain override in case of power failure, Key selector, Pair of Hub and Safety Brake including providing necessary electric wiring, single / three phase AC supply upto the point of installation, testing & commissioning etc. complete all as per approved shop drawings and as directed by the Engineer-in-Charge. Note 1. Actual area of structural opening only shall be measured for payment. 2. Suitable capacity of motor should be got approved from Engineer-in-Charge prior to procure the same. 3.Painting: a) Epoxy primer - 2 coats (Before and after erection) b) Micaceous iron oxide - 1 coat. c) Chlorinated rubber based paint - 2 coats (Finish paint)
21
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Providing and fixing in position Aluminium (Anodised transparent or dyed to required shade) Doors, Windows, Ventilators, Louvers, fixed glazing, Sliding windows, north light glazing, expansion joint coverings etc. heavy duty standard colour Coated anodized Aluminium extruded sections, colour Aluminium sheets as per relevant IS Codes of make including cost of providing locking arrangement for sliding windows, pivots, approved door and window handles, EDPM Gasket, Neoprene Gasket lining, stainless steel screws, mastic filling, weather strips, washers, rollers etc. as required and as per drawing etc. all complete at all heights and as directed by the Engineer-in-Charge. Note: 1) Payment shall be made on the basis of weight of Aluminium members /sections fabricated and actually installed in position without extra allowance for wastage. No extra payment shall be made for all non-Aluminium consumable items like screws, gasket, weath. 2) Glazing, particle boards, Aluminium grills, mesh etc., will be paid separately under relevant item. 3) All fittings shall be of matching colour Anodizing Aluminium sections and cost shall be included in the quoted rate. 4) The Aluminium sections shall be smooth, rust free, straight, mitered and joined mechanically wherever required cleat angles at no extra cost. 5.25MM thick marine Plywood to fixed to ventilator wherever exhaust fans needs to be fixed. 5) All required measures to be taken to prevent Bimetallic corrosion wherever different metals coming in contact. 6) The Aluminium section shall be Anodized of 20 Microns for Window/Fixed Glazing of approved drawing Size & finishing and of approved shade/colour with the approval of Architect/Engineer-in-charge.
700
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Providing and fixing glazing 5mm 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.
55
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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.
45
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Supplying and fixing in position the following fittings as per specifications and as directed by Engineer-in-charge.
-
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230mm long Aluminium powder coated tower bolt.
1
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4 Lever Mortise lock
1
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Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Mineral Fibre Reinforced Factory applied Vinyl painted "ARMSTRONG" - ULTIMA RH 99 Ceiling tiles or approved equivalent make & pattern, Tiles having 19 mm thick, weight 5.2 kg / sqm and approved surface Design and edge Profile (SQUARE or Equivalent) placed in a suspended Grid of size of 600x 600mm made of Hot dipped G.I steel sections having an exposed surface capping of Prefinished baked polyester painted coil wherein the main tee of size 24x32x1200mm shall be suspended at 1200mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters. The cross tees of size 24x27x1200mm shall be inserted in to slots between the main Tees at 600mm centres and thereafter in direction vertical to the longer TEEs, cross Tees of size 24x25x600mm shall be inserted to form a grid size of 600x600mm resting on the periphery walls on wall angles of size 24mmx24mm including providing necessary openings for light fixtures, diffusers, Trap doors etc. to be made as per layout Drawings and as per directions of Engineer-in-Charge. The main Tees to be suspended from the ceiling / Soffit with the help of metal dash fasteners of 6mmx50mm, soffit clits of 25mmx35x1.60 mm and 4mm dia G.I wire with galvanised spring steel levelling clips. The entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m. Only False Ceiling area will be Measured for the Purpose of Payment
120
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Providing and fixing false ceiling with 12.5mm thick tapered edge gypsum moisture resistant board of "Saint Gobain" approved equivalent make & pattern at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts other flange of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm dia x 230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25mm at 230mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150mm or both sides of joint and including the cost of painting one coat primer and two coats of emulsion paint of approved colour, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer-in-Charge
15
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Providing and fixing Vitreous Indian water closet of Orissa pattern W.C. of Hindware/Jaquar or equivalent pan of size 580x440mm with integral type foot rest with 100mm (or size as per manufacturer recommendation as approved) 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 excavation, making holes in masonry, reconstructing the same, encasing the pan and trap with brick jelly concrete 1:2:4 and back filling extra space with river sand / brick jelly concrete, embedding in position, commissioning, cleaning etc. all as per drawings and specifications and as directed at site. (All required accessories like stop cock, flushing cistern should be of Hindware/Jjaquar or equivalent as approved. Note: Shade/colour, model as directed by the Engineer-in-Charge)
2
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Providing, fixing, testing and Commissioning of white / colour or colours glazed vitreous Chinaware Wall Hung European type water closet with coupled flushing Cistern of 'PARRYWARE' make or approved equivalent comprising of: i) White/ colour Glazed vitreous chinaware wall mounted European Water Closet of "Cascade" range of make "Parryware" or other approved equivalent make with "P" Trap. Parryware -cascade-item code no:C0219. ii) Dual flush set along with dual flush fittings internal, Cascade cistern shell and lid dual flush cistern of "Cascade" range of make "Parryware" or other approved equivalent make. iii) Antimicrobial solid seat cover of "Cascade" range of make "Parryware" or other approved equivalent make along with bolt fixing set iv)Works including of fixing of 15mm brass CP angle valve with CP brass connection tube with check nut to the cistern inlet point of Jaquar make. v) Works including cutting and making good the walls /floor wherever required, including cost and conveyance of all materials to the site, all labour charges, etc., complete finished item of work and as directed by the Engineer-in-charge. Note:- 1) The rate shall be inclusive of fixing of closet in wall using 16mm dia rag bolt, 100mm dia mouthwash bush, 32mm flush ring bush, etc., all complete as directed by Engineer-in-charge. 2) The sample of sanitary fittings shall got approved by Engineer-in-charge before making bulk order.
3
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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)
6
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Providing and fixing Vitreous china white wash basin CNS - WHT-705/Parryware/Hindware under counter wash basin 590x420x195 including providing and fixing Heavy Quality C.P Brass Foot operated push type - Pillar Cock of Jaquar/Parryware make and type or approved equivalent make, inlet connection as approved and any other necessary fixtures required for foot operated tap, 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.
5
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Providing and fixing PVC Nahani Trap / Floor Trap of 100mm inlet and 75mm outlet, jointing with Lead with the connection pipes, placing as per the drawings, including embedding in cement concrete 1:2: 4 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.
15
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Providing and fixing Heavy Quality 15mm nominal bore C.P. Brass Angle cock of ‘Jaquar continental model’ or approved equivalent make for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-Charge (Samples to be got approved by the Engineer-in-Charge)
3
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Providing and fixing Heavy Quality 20mm nominal bore C.P. Brass stop cock ‘Jaquar continental model’ or approved equivalent make and type as per specifications and as directed by the Engineer-in-Charge. (Samples to be got approved by the Engineer-in-Charge)
5
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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)
5
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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)
5
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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.
5
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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.
5
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Providing and fixing 6mm thick frameless type Mirrors of various sizes "Modi Guard/ Saint Gobain" or approved equivalent make with bevelled edges complete with 6 mm thick fibre or thick sheets back ground fixed with approved Stainless Steel Decorative Mirror Screw Cap Nails or by fixed to walls with C.P. brass screws and concealed washers as directed by Engineer-in-charge, complete all as per specifications and all accessories.
8
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Providing and fixing 20mm 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 6mm nominal size aggregate and finished smooth complete all as per specification and as directed by the Engineer-in-Charge.
2
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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 and constructing the above chamber with 115mm thick brick work in cement mortar 1:4 with well burnt chamber bricks, plastering over both internal and external faces of brick work with cement mortar 1:3, 12mm thick finished smooth with a floating coat of neat cement on both faces, providing and fixing CI cover with frame of 300 x 300mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design complete all as per specification and as directed by the Engineer-in-Charge.
4
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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 with necessary brick corbelling 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 benching 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.
-
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Inspection chamber of internal size 600x600mm
4
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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
1
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Supplying and fixing of following size of uPVC pipe of SCH 40 of make "ASTRAL/PRINCE or approved equivalent make conforming to relevant ASTM D 1785 standards including all UPVC Plain & Brass threaded fittings confirmed to ASTM D 2466/ ASTM D 2467, fixing the pipe with clamps at 1.00 m spacing / underground including cutting, threading and jointing with uPVC cement solvent, TURFLONG TAPE making necessary opening/chasing of the wall, flooring and making the work place to the original condition etc., and testing the line as directed by the Engineer-in-Charge.
-
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25mm nominal size
50
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40mm nominal size
80
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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 : 40mm nominal size
3
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Providing and fixing Prayag or other approved equivalent make High pressure casted body brass float valve 25mm dia bearing ISI mark and Indian standard no.1703:2000 on body, confirming to IS:1703 including the cost of HDPE ball and 450mm length brass rod threaded on both side to suit the valve on one side and the ball on the other side and all labour charges etc., as directed by the Engineer-in-Charge.
1
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Providing and fixing PVC rain water downtake pipes conforming to IS:13592 Type A and PVC SWR Fittings & specials conforming 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 90mm outer dia
40
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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
180
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Providing and fixing Heavy Quality 'C' Class G.I pipe sleeves 150mm n/b, 600mm long, with Puddle Flange of 225x225mm, 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.
12
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Providing and fixing under ground selfit SN 8 sewer pipes conforming to IS:15328 including suitable Fittings & specials confirming to IS:15328, ‘Finolex’ or other approved equivalent make of stiffness class 8 KN/SQ.M and minimum wall thickness of 5.9 mm including jointing with seal ring / with PVC solvent adhesive including laying in excavated trench, joint testing etc. complete all as per drawings, specifications and as directed by the Engineer-in-Charge.. - 160mm outer dia pipe
40
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Supplying and fixing of FRP manhole cover - heavy class with load carrying capacity of 25 tonnes 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 mortar and labours to packing and finishing etc. as per the instruction of Engineer-in-charge. - FRP manhole cover of 600 x 600 mm size
5
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Making connection of distribution branch with G.I Main of 25 to 40mm nominal bore by providing and fixing tee including cutting and threading the pipes etc. complete as per specifications and as directed by the Engineer-in-Charge.
1
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Providing and Placing in position of Serrated with central bulb 225mm wide PVC water stops conforming to IS:12200 of Deep-Jyoti or equivalent for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete, welding of joints by manufacturer recommendation etc. complete all as directed by the Engineer-in-Charge.
8
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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, 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.
-
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150mm dia NP2 class RCC Hume pipe
24
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300mm dia NP2 class RCC Hume pipe
12
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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.
15
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Dismantling RCC / 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.
40
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Removing and shifting of MS/GI/CI light weight structural steel members like, MS plates, angles, channels and MS rods etc. of various sizes, shapes, thickness and diameters including gas cutting, lifting and loading to lorries with help of crane with riggers and helpers and transporting to the specified locations inside the central stores and unloading the above materials from the lorries with the help of above said materials and and stacking the materials separately according to their group etc. complete including cost of machineries, tools, slings and required numbers of skilled and unskilled labours etc. with in the lead of 3 to 4km complete all as directed by the Engineer-in-Charge.
3.4
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Supply and installation of following sizes of Heavy Duty, PVC circular rigid Conduits for LAN and Fire alarm system (FAS) & other Communication Systems with all the required accessories like round JBs, Solid Long Bends, Couplings, GI wire etc, embedded on roof slab, column, beams etc as per the detailed specification. (Refer Sec VI, Clause No.27).
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25mm Dia, 2mm wall thick PVC heavy duty conduit with 75mm deep Junction box
180
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32mm Dia, 2.5mm wall thick PVC heavy duty conduit with 75mm deep Junction box
110
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Supply and installation of following sizes of Heavy Duty, PVC circular rigid Conduits for LAN and Fire alarm system (FAS) & other Communication Systems with required Solid Long Bends, Couplings, GI Wire etc, embedded in Floor, Walls, Brick, Block Masonry, etc. including chasing & re plastering as per the detailed specification.(Refer Sec VI, Clause No.27).
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25mm Dia, 2mm wall thick PVC heavy duty conduit with 75mm deep Junction box
54
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32mm Dia, 2.5mm wall thick PVC heavy duty conduit with 75mm deep Junction box
54
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Supply and Embedment of 50mm Deep, Square/Rectangular Concealed type and Zinc Passivated 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 for LAN connection. (Refer Sec VI, Clause No.15.12).
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ONE/TWO Module
18
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THREE Module
18
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Supply and embedment of concealed type Hot dip galvanised MS boxes of the following sizes in RCC/Brick/Concrete Block Masonry with finishing and making good as per the detailed specification for LAN connection. (Refer Sec VI, Clause No.15.10).
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150(W)X150(H)X80(D)mm, 1.6mm thick sheet Hot dip galvanised MS box
9
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300(W)X300(H)X120(D)mm,1.8mm thick sheet Hot dip galvanised MS box
9
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400(W)X300(H)X200(D)mm, 1.8mm thick sheet Hot dip galvanised MS box
4
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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
1200
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32 mm Dia 1.8mm, wall thickness GI Heavy Duty ERW Conduits with 75mm deep junction boxes
400
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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
700
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32 mm Dia 1.8mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes
300
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40 mm Dia 2mm, wall thickness Heavy Duty ERW Conduits with 50mm deep junction boxes
70
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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
200
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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
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).
8
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Supply, embedment and flush mounting following sizes of Metal one way enclosures for MCBs, RCCBs, RCBOs including chipping and finishing as per the detailed specification. .(Refer Sec VI, Clause No.15.5). Make: Legrand/Havells/BCH
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SP Metal one way enclosure Cat No:607881 ( (M/s Legrand/BCH or equivalent make)
6
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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
20
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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
100
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300(W)X300(H)X120(D)mm,1.8mm thick sheet MS Box
12
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400(W)X300(H)X200(D)mm, 1.8mm thick sheet MS Box
10
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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
600
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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
75
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THREE Module
30
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SIX Module
75
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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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10 WAY Cat No:DBTPI010DD (Vertical) or equivalent make TPN TIER Per Phase Isolation (PPI) DB
3
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12 WAY Cat No:DBTPI012DD (Vertical) or equivalent make TPN TIER Per Phase Isolation (PPI) DB
3
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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).
30
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Supply, transportation, installation, testing and Commissioning of the following types of High bay luminaires. (Refer Sec VI, Clause No.16.1) - LUX TRUST 125W 5700K Item code IHLHB12557NDGYP060 or Equivalent and Lamp Type LED, Make: Lighting Technologies
6
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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 2.5 Sq.mm (36/0.3) Copper wire
600
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Supply and installation of 10mm diameter copper bonded Steel conductor in Walls, Floors, Built in Trenches including supply of clamps, connectors, fixing accessories, end terminations etc., for lightning protection as per detailed specification. (Refer Sec VI, Annexure)
300
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Supply & Installation of 10mm diameter copper bonded Steel conductor direct in ground including supply of clamps, end terminations etc excavation, and back filling the trench for lightning protection as per detailed specification. (Refer Sec VI, Annexure)
150
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Supply & Installation of MRL passengers lift as per the detailed specifications.(Refer Sec VI, Annexure)
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8-Passenger G+2 floors, MRL lift
1
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Overall rebate (Optional)
-
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INR Zero Only
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