Construction of Engineering Hall-1 (Back-end facility for LWR - LLWMP)

Amount

Part - I - Civil Works (BoQ2)

Part - II - Mechanical works (BoQ3)

Part - III - Electrical works (BoQ4)

Part - IV - C&I works (BoQ5)

Part - V - RMS works (BoQ6)

Part - VI - PPS and Networking Works (BoQ7)

Description of Work / Item(s)

Amount

General note applicable to all sections : 1) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river or Vamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metal of 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision) 2) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers of suggestive makes as per annexure B of section VII) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 3) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. 4) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area.

SECTION 'A' INFRASTRUCTURE WORK

Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish up to a distance of 200m outside the periphery of the area cleared as per specifications and as directed by the Engineer-in -charge

Cutting and felling trees of girth beyond 30 cm up to and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the Engineer-in-charge.

Cutting and felling of trees of girth beyond 60 cm Girth up to and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge.

Cutting and felling of trees of girth beyond 120cm Girth up to and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge.

Providing and laying, spreading and compacting Granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.)

Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.)

Providing and laying Non Pressure NP2 class RCC Hume pipes of suggestive make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete.

a) 150mm Dia RCC Hume Pipe Class NP2

b) 250mm Dia RCC Hume Pipe Class NP2

c) 300mm Dia RCC Hume Pipe Class NP2

d) 450 mm dia

Providing and laying of RCC Pipe Culverts using NP3 class RCC Hume pipes ( confirming to IS 458) with spigot and socket jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and all as per drawings, specification and as directed by Engineer-In-charge. Cost including materials and labour. including hoisting, placing in position by manual or mechanical means, setting up of culverts, pipe crossings and as directed by the Engineer-In-charge.

a) 450mm Dia RCC Hume Pipe Class NP3

b) 600mm Dia RCC Hume Pipe Class NP3

c) 1000mm Dia RCC Hume Pipe Class NP3

d) 1200mm Dia RCC Hume Pipe Class NP3

Providing and laying crusher dust bedding below hume pipes and on sides passing through 5.6mm seive or any other places as complete all as per drawings, specification and as directed by Engineer-In-charge. Cost including supply of materials and labour.

Excavation over area in all type of soils other than soft and hard rock in roadways /other areas within project campus with hydralic excavator including making suitable temporary pathway for the movement of excavator, tipper, dumper and other equipments, cutting,dewatering if required, loading, Transporting, unloading to embankment site with a lead upto 200 metres complete all as per drawing , Specifation and as directed by the Engineer-In-charge.

(a) From a depth from 0.00 m upto 1.50 m from average ground level

(b) From a depth from 1.50 m upto 3.00 m from average ground level

Embankment/Subgrade construction for road using the sources within the campus with all type of soils including boulders including excavation at source with hydraulic excavator at all levels, formation, construction of embankment/ subgrade/ shoulder/ side slopes of embankment with same excavated soil including loading,Transporting, unloading to embakment site with following lead, spreading in layers and compacting each layer with 8 to 10 tonne power capacity vibratory power roller to acheive 95% proctor density,making suitable temperory approach road for the movement of excavator, tipper, dumper and other equipments, dewatering if required all as per drawings, specifications and as directed by the Engineer-In-charge.

a) With a lead upto 1000 metres

b) With a lead above 1000 metres upto 2000 metres

c) With a lead above 2000 metres upto 3000 metres

d) With a lead above 3000 metres upto 4000 metres

e) With a lead above 4000 metres upto 5000 metres

f) With a lead above 5000 metres upto 6000 metres

Construction of Embankment/ subgrade/ earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250mm with suitable vibratory roller/200mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge. Additional Notes: The rate quoted for this item shall also include the following 1. Clearing & grubbing and removal of top 150 mm soil and compaction of the original ground with vibratory power roller to achieve hard and level surface including the disposal of removed top soil within a lead of 200 m from site boundary. 2. cutting, removing and disposing of all materials such as trees up to girth 30 cm (when measured 1 meter from ground), bushes, heavy and light jungles, shrubs, stumps , roots, grass, weeds, etc., 3. It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials. 4.Necessary royalties, seigneiorage charges and other charges to supply all the required construction materials. 5. Contractor has to submit all seigneiorage along with Bills

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade (using coarse river sand/ crushed stone sand) made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50mm thick compacted bed of crushed sand, filling the joints with crushed sand. Cost including mix design of cement concrete, labour, materials, finishing, curing, testing etc. all complete as drawings and technical specification as directed by the Engineer-in-Charge.

Providing and fixing at or near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using coarse river sand/ crushed stone sand) including consolidation, curing, cost of required centering, shuttering, smooth finishing smooth with 6mm thick cement plaster 1:3 ( using fine river sand/crushed stone sand) on exposed surfaces, transporting to site complete as per specifications and as directed by the Engineer-in-Charge.

Providing and applying prime coat using slow setting bitumen emulsion conforming to IS:8887/ASTM D2397 at the rate of minimum 0.75 kg per sqm on the prepared surface cleared with mechanical broomer, applied uniformly with the aid of emulsion pressure sprayer and spraying bar with nozzles including cost and conveyance of bitumen, labour charges, hire and operational charges all T&P, all taxes, etc complete as per specifications before laying Dense Bituminous Macadam all as per drawings, specification and as directed by Engineer-In- Charge.

Providing and applying tack coat using bitumen emulsion rapid setting conforming to IS:8887/ASTM D2397 at the rate of minimum 0.40 Kgs per sqm on the prepared surface cleared with mechanical broomer, applied uniformly with the aid of emulsion presure sprayer and spraying bar with nozzles including cost and conveyance of bitumen, labour charges, hire and operational charges all T&P, all taxes, etc. complete as per specifications before laying Dense Bituminous Concrete all as per drawings, specification and as directed by the Engineer-In-charge.

Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate using hot mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller to achieve the desired density and an average compacted thickness of 50/75 mm all as per specifications, with minimum 5.0% (percentage by weight of total mix) bitumen of VG-30 grade conforming to IS: 73 and cement filler @2% (percentage by weight of aggregate) all as per drawings, specification and as directed by the Engineer-In-charge.

Providing and applying tack coat using bitumen emulsion rapid setting conforming to IS: 8887/ASTM D2397 at the rate of minimum 0.25 Kgs per sqm on the prepared bituminious surface cleared with mechanical broomer, applied uniformly with the aid of emulsion presure sprayer and spraying bar with nozzles including cost and conveyance of bitumen, labour charges, hire and operational charges all T&P, all taxes, etc. complete as per specifications before laying bituminous concrete all as per drawings, specification and as directed by the Engineer-In-charge.

Providing and laying Bituminous Concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the requied level and grade and rolling with road rollers, as per drawings, specification and to achieve the desired density and compaction but excluding cost of primer / tack coat 40mm/50mm compacted thickness with bitumen of VG-30 grade conforming to IS: 73 @ minimum 5.5% and cement filler @2% (percentage by weight of aggregate) and as directed by the Engineer-In-charge.

Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications.

SECTION 'B' EARTHWORK IN EXCAVATION

Note : The rate quoted for earthwork excavation by contractor is deemed to have included the following points (a) to (j) a) removal of all kinds of vegetation, small shrubs, light/heavy jungle etc., trees upto girth of 30 cm when measured 1 metre above ground level alongwith roots, including disposal/stack in the identified location. b) shoring, strutting, stepping, dressing, grading required for keeping the earth in position on sides of trenches with approved timber/steel accessories wherever necessary to prevent sides from falling including bailing or pumping out of water if necessary including removal of debris/unserviceable materials and excavated excess soil, if any. c) dewatering of both ground and surface water, including removal of slurry generated while excavation and keeping the area free from water, to be let out of the building area through proper pipes & channels if required by suitable pumps, d) watering, ramming and thoroughly consolidate the bottom of all excavations & ground before the construction of foundation/footing/plinth beam, filling in basement or other work is commenced.

e) the loose pockets shall be excavated and compacted after back filling as directed by Engineer-in-charge, as per detailed specification and conforming to safety rules during progress of the work. f) Contour levels to be taken jointly with the Engineer-in-charge and prior written approval be taken before starting any excavation/ filling at every 3 m grids for arriving at the actual quantity, g) Backfilling will be done in layers of thickness as specified below. h) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials, i) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc. j) Measurement/Payment will be reststicted to PCC/drawing dimensions only.

(a) From 0.00 to 1.50 m depth from Average Ground Level

(b) From 1.50 to 3.00 m depth from Average Ground Level

(c) From 3.00 to 4.50 m depth from Average Ground Level

(c) From 4.50 to 6.00 m depth from Average Ground Level

(b) From 1.50 to 3.00 m depth from Average Ground Level

(c) From 3.00 to 4.50 m depth from Average Ground Level

(d) From 4.50 to 6.00 m depth from Average Ground Level

(a) From 0.00 to 1.50 m depth from Average Ground Level

(b) From 1.50 to 3.00 m depth from Average Ground Level

(c) From 3.00 to 4.50 m depth from Average Ground Level

(c) From 4.50 to 6.00 m depth from Average Ground Level

Providing, supplying and filling in the plinth and other approved locations with approved murrum/gravel brought from outside sources in layers of not more than 250 mm thick, compacted with vibratory rammer / floor compactor and consolidated including watering to achieve a minimum of 90% of proctor density at optimum moisture content,etc. complete all as per drawing, Technical specifications and as directed by Engineer-in-charge. (only consolidated thickness will be measured and paid for)

Filling of areas with soil/soft rock in and around foundations, under basement floors, in plinths, GSB grade formation and around building etc., including excavation at source, loading, transporting with a lead up to 2 km, unloading, removal of organic matter/roots/plastic/ all kinds of vegetation/small shrubs, etc., breaking of lumps and spreading in layers maximum compacted thickness of 250mm thick with suitable Earth rammers/vibro roller to achieve a minimum of 90% proctor density at optimum moisture content with all lifts, maintaining safe slope at source, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge. Note: All necessary tests shall be conducted as per QAP and rate quoted shall include all tests.

Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite 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. 500 mm 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 byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (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 approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor.

SECTION 'C' PCC, RCC & FORMWORK

Notes applicable to PCC and RCC works: 1) This item is applicable for all PCC and RCC structural elements like footings, beams, columns, slabs, lintels, chajjas, walls,roads etc., for all heights and leads. 2) Only steel scaffolding, staging, supporting system to the formwork and steel frame work will have to be used for all RCC structural elements. 3) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiseling, finishing the same using epoxy silica sand mortar at no extra payment. 4) The design and drawings of formwork shall be submitted alongwith calculations for approval before commencement of work. 5) Wall ties passing through the walls will not be allowed. 6) Form finish F3 shall be provided to all exposed surfaces of the concrete.

Providing and laying in position cement concrete of 1:3:6 (1 cement : 3 crushed sand : 6 graded stone aggregate of maximum size 20mm ) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Formwork shuttering, centering complete at all levels and as per drawings, specification and as per the direction of Engineer-In-charge.

Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 crushed sand : 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels and as per drawings, specification and as per the direction of Engineer-In-charge.

Providing and laying design mix reinforced cement concrete of M30 Grade for substructure works by weigh batching using graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved Brand and quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever required etc. complete at all levels in substructure/superstructure as per specifications & also including dewatering, if any, complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. Note: 1) The minimum cement content shall be 390kg/Cum of concrete. However, actual cement content required shall be based on design mix requirements carried out at BARC approved (NABL accredited) laboratory. In case the cement quantity consumed more than the specified above, the cost towards extra cement will not be paid. 2)Temparature raised due to heat of hydration shall be kept within limits in raft/mass concrete by keeping proper curing mechanism.

i) Sub Structure - up to Plinth Level.

ii) Super Structure - up to 20.00 metre height

iii) Super Structure - 20.00 metre up to 32 meter height

Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specification

i) Sub Structure - up to Plinth Level.

ii) Super Structure - up to 20.00 metre height

Providing and laying in position Reinforced Cement Concrete (RCC) of Grade M-25 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications

i) Sub Structure - up to Plinth Level.

ii) Super Structure - up to 20.00 metre height

1200 mm dia RCC pipes. (Laying by manual/ mechanical means)

Providing, centering, shuttering Form work using Film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, steel frame work/H-beams, steel proping, staging, supports etc and deshuttering the same after the specified time all as per drawings and technical specifications and as directed by the Engineer-in-Charge Note: 1) This item is applicable for all PCC and RCC structural elements like footings, beams, columns, slabs, lintels, chajjas, walls etc., for all heights and leads. 2) Only steel scaffolding, staging, supporting system to the formwork and steel frame work will have to be used for all RCC structural elements. 3) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiseling, finishing the same using epoxy silica sand mortar at no extra payment. 4) The design and drawings of formwork shall be submitted alongwith calculations for approval before commencement of work. 5) Form finish F3 shall be provided to all exposed surfaces of the concrete. 6) Wall ties passing through the walls will not be allowed.

i) Sub Structure - up to Plinth Level.

ii) Super Structure

Providing and fixing in position DURABOARD HD-100 Joint Filler board in expansion joints to the required size and shape, placing and keeping in position complete all as per drawings, technical specifications and as directed by the Engineer-in-Charge.The payment for higher width of expansion joint shall be made as multiples of respective board thickness.

i) 25mm thick

ii) 50mm thick

Providing, supplying and sealing the expansion joints and grooves around machine foundation with Gungrade Polysulphide sealant suitable for Expansion Joints of suggestive make as per annexure B of section VII by removing the expansion joint board up to 25 mm deep and cleaning the suface neatly and filling Gungrade sealent up to 25 mm deep to the lines and levels complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge.The payment for higher width of expansion joint shall be made as multiples of respective board thickness.

i) 25 mm wide expansion joints

i) 50 mm wide expansion joints

Providing and fixing 3 mm thick Aluminium sheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment including all materials, labour, scaffolding complete as per drawings and specifications.

i) 150 mm wide anodized 3mm thick Aluminium sheet to the shape.

ii) 200 mm wide Anodized aluminium Sheet to the shape.

Providing and Placing in position suitable PVC water stops of suggestive make as per annexure B of section VII, Serrated with central bulb (225 mm wide) 8 mm thick confirming to IS 12200/15058 for construction / expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete, including joint welding by approved method or as recommended by manufacturer etc. all as per the specifications and as directed by the Engineer-in-charge.

SECTION 'D' REINFORCEMENT & STRUCTURAL STEEL

Note: 1) 1.2mm dia annealed GI coated binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 2) Fe-500D / Fe-500EQR bars as per IS to be supplied by the contractor from the plants rolled from virgin materials only. 3) Reinforcement bars from conversion agents / re-rollers of above manufacturers, will not be accepted. 4) No extra payment will be made on account of Rolling Margin & wastage. 5) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers at no extra cost.

Providing Reinforcement steel of all diameters for reinforced cement concrete at all levels. including supplying, preparation of bar bending schedules, cutting, bending, transporting to all elevations, placing and keeping in positions, all leads, fixing, tieing with 1.2 mm dia annealed GI coated binding wire including all labour charges, cost of cover blocks (in same grade of concrete) of various thicknesses and sizes etc. all as per drawings and technical specifications and as directed by the Engineer-in-Charge.

Using TMT Bars of Specified Grades of all sizes. TMT bars to be supplied by the contractor of grade - Fe 500D / Fe-500EQR.

Providing Structural steel work in M.S Plain Plates and chequrred Plates for Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications.

Using materials produced by the own plants using virgin materials. All test reports to be provided along with the supply of the materials

Supply, fabrication, and fixing in position the MS embedded parts in RCC / Masonry/ Form work at all heights. Cost includung transporting, aligning, fixing in position, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge. Materials produced by own plant using virgin material as per annexure B of section VII make only shall be used. All necessary test reports are to be provided along with the supply of the materials. 1) Weighing not more than 100 Kgs.

Providing and fixing Mechanical Splicing of suggestive make as per annexure B of section VII using threaded coupler of all types to the reinforcement bars of specified dia and grade using high yield strength standard couplers of specially produced steel to join ribbed bearing bars machine cut end to end. Cost to include necessary supply of threaded couplers of various diameters, transportation, coupling at site by mechanical means, erection at site, testing of random samples, testing at site, protection of threaded ends using PVC covers, threading of rebars etc. complete. Cost to include necessary testing of joints (0.5% of the total joints) at site for tensile strength and as required by Enginner-in-charge. Cost quoted shall include all materials and labour.

i) 16mm dia

ii) 20mm dia

iii) 25mm dia

iv) 32m dia

Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge

i) Up to and including 300 mm Joists, 350 mm channels, and below sections using materials produced by own plants using virgin material . All test reports to be provided along with the supply of the materials

ii) Above 300 mm Joists, 350 mm channels, sections using materials produced by own plants using virgin material . All test reports to be provided along with the supply of the materials

Note for the above: 1) Structural steel required for the work shall not be supplied by the Department. 2) Structural steel confirming to IS 2062. Materials to be procured directly or from their authorised dealers and test cerificate to be produced. 3) The contractor shall supply documentary evidence of purchase of steel, Test certificate from manufacturers and also third party testing from approved laboratories with out any extra cost. 4) Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 5) Welding Electrodes manufactured of specified suitable grade only shall be used. 6) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 7) Rate inclusive of all consumables like gas, welding electrodes and tools and tackles etc. 8) The Liquid Penetrant Inspection shall be carried out in 1% of the total joints and as directed by Engineer-in-Charge without any extra cost.

Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members for pergolas, gates etc. using MS hollow circular / square / rectangular sections along with the associated connections of own plants using virgin material suggestive make as per annexure B of section VII including painting with 2 coats of epoxy PU high build paint after erection over a coat of suitable Primer of suggestive make as per annexure B of section VII complete all as per drawings, specifications and as directed by the Engineer-in-Charge.

Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge

Providing and fixing 304 grade Stainless Steel pipes of approved size and make and quality by cutting and placing in position including embedding if necessary complete as per specification and as directed by the Engineer in charge

Providing and fixing hand rail made of MS iron hollow pipes, squares, rectangular, flat and other sections of ISI Mark and of approved size by welding etc. for steel ladder railing, balcony railing & staircases railing as per annexure B of section VII etc. complete all complete as per specifications as directed by Engineer-in-charge. (Cost including all materials and labour)

Providing and fixing at all levels MS bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawings complete all as directed at site by the Engineer in charge

Providing and fixing of 2ply-4spike GI-barbed wire of Size Designation 3 as per IS 278:2009 (having line wire diameter of 2.5mm, point wire diameter of 2mm and mass of more than 108g/m) and Galvanisation of barbed wire shall be as per IS 4826/IS12753. Cost including necessary clamping, tying, tensioning, all leads and labour charges, etc. at all levels as per drawing and as director by the engineer in charge.

Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including single length of 12.00 met. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as directed by the Engineer-in-charge

i) Galvalume sheet roofing 0.50 mm Thickness in Single sheet

Providing and fixing precoated Galvalume roofing accessories using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete.

i) Roofing accessories of Galvalume sheet up to 600 mm total width for ridges, gutters, aprons,and flashings

Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of suggestive make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.

Upto and including 12 mm dia.

SECTION 'E' MASONRY WORKS

Note for Brick masonary works : a) Reinforcement will be measured & paid for separately under relevant item. b) RCC band and formwork shall not be measured seperatly, however no deductions will be made in brickwork for the same. c) No holes in brickwall will be allowed for scaffolding. Only double tubular steel scaffolding be allowed. Note for flyash bricks: In the fly ash bricks the mix confirming to the strength mentioned in the respective items shall be got approved by the department. The mix shall consist of ordinary portland cement content of not less than 20%(preferably) of the mixture consisting of Fly ash, OPC and Gypsum or any variation in proportion of design mix shall be submitted to BARC for approval. The Anhydraous Gypsum, Fly Ash, Cement, Crusher dust and other materials shall confirm to the the relevant IS codes. The Anhydrous Gypsum shall be procured from a reputed source approved by the department. Roller mixer shall be used for good homogeneous mixing.

Providing and constructing 100/150/200/230mm (or as directed) thick masonry at all elevations with approved quality Fly ash/ FAL-G bricks having minimum crushing strength 60 Kgs/Sq.cm, water absorption of maximum 20% and Maximum Drying shrinkage 0.15. Masonry work with cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with approved 'non-shrinking compound' as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos. 8 mm dia Tor bars and 8 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing, raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge. Note: reinforcement steel alone shall be measured under relavant item. Cost of concrete and shuttering for RCC band is included in the rate quoted from this item.

i) In Sub structure upto plinth level

Providing and constructing 100/150/200/230mm (or as directed) thick masonry at all elevations with approved quality Fly ash/ FAL-G bricks having minimum crushing strength 60 Kgs/Sq.cm, water absorption of maximum 20% and Maximum Drying shrinkage 0.15. Masonry work with cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with approved 'non-shrinking compound' as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos. 8 mm dia Tor bars and 8 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing, raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge. Note: reinforcement steel alone shall be measured under relavant item. Cost of concrete and shuttering for RCC band is included in the rate quoted from this item.

i) Brickwork in super structure above plinth up to Floor-II level (upto 7.2m)

ii) Brick work in super structure above floor II level and up to and including 20 m height by lifting material

SECTION 'F' PLASTERING WORKS

Providing 20 mm thick External plastering in two coats under layer 12 mm thick with C.M 1:4 (using crushed sand/ river sand) finished with a top layer 8 mm thick in C. M 1:3 (using crushed sand) including approved water proofing compound @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, scaffolding, finishing, curing etc. complete as per specifications. and as directed by the Engineer-incharge

Providing 15 mm thick Internal plaster in cement mortar 1:4 without cement punning (using Crushed Sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete.

Extra for plastering internal walls (high bays) of height more than 6.00 m from floor Level till 9.00m height

Extra for plastering internal walls (high bays) of height more than 9.00 m from floor Level till 12.00m height

Extra for plastering internal walls (high bays) of height more than 12.00 m from floor Level till 15.00m height

Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured)

Forming of grooves of uniform size from 12 mm X 12 mm to 25 mm X 15 mm in plastered surfaces as per approved pattern using wooden batterns, nailed to the under layer including removal of wooden batterns, repair to the edges of plaster panels and finishing the groove complete as per specifications and as per the direction of Engineer-in-charge

SECTION 'G' FLOORING WORKS

Notes: The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved.

Providing, supplying and laying pre polished granite slab flooring / dado / Wall cladding with not less than 17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings.

i) Using approved black shade

Providing and fixing Minimum 17 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Jet Black colour for kitchen platforms, vanitiy counters, wash basin counters, door frames, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete at all levels

Extra for providing edge moulding to 17 mm thick marble stone / Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish et. Complete as per design approved by Engineer-in-charge.

Providing and fixing 8 mm - 10mm thick Granite Tiles of any colour and any shade using 100% River Sand (Polished) work for wall lining over 12 mm thick bed cement mortar 1:3 (Using coarse sand) and cement slurry @ 3.3 kg / sq.M including pointing in white cement complete

Providing and fixing full body VITRIFIED floor tiles of suggestive make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) including spacers and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of suggestive make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge

Using Tiles of size 600 X 600 mm

Using Tiles of size above 600x 600mm and up to and including 900 x 900mm

Using Tiles of size above 900 x 900 mm and up to 1200 x 1200 mm

Using Tiles of size 900 - 1200MM long and 300 mm - 600 mm wide

Providing and fixing dado / skirting with double charged premium vitrified tiles of size not less than 300x600x8mm/600x600x8mm of nitco gloria series or other aproved series by Engineer-in-charge , quality, colour, design of approved pattern as shown in drawing or as approved by Engineer-in-charge for walls, fixed over 12 mm thick cement plaster 1:3 (1 cement and 3 coarse river sand/ crushed stone sand) including spacers and joining with grey cement slurry @ 3.3 Kgs/sq.m including pointing with white cement based tile grout of matching shade, fixed to correct line, level and plumb, curing, cleaning, all leads and lifts etc., all complete as per technical specifications and as directed by Engineer-in-charge.

Providing and laying (IPS Flooring) cement concrete flooring 1:2:4, using crushed sand 50 mm thick finished smooth to the required level, finishing with a floating coat of neat cement including cement slurry, providing and fixing 25 X 3 mm aluminium strip, curing, floating coat/ trowel finish cleaning the surface neatly at the time of handing over the area complete as per specifications and drawings as directed by the Engineer in charge (Aluminium strips to be paid seperately)

Providing and laying minimum 25 mm thick uniform shade Kotah stone flooring of size 600x600 / 500x500 over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar 1:4 (using crushed sand) in approved patterns and drawings, joints to be cleaned and grouted with matching colour of approved quality readymade grout, curing, cleaning etc., complete at all heights and leads all complete as per technical specifications or as directed by Engineer-in-charge.

Providing and Laying Minimum 25 mm thick uniform shade Kotah stone treads and risers of steps, skirting,window sills in single length up to 2.00 metres length slab dado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finish complete as per specifications, drawings and as directed by the Engineer-in-charge joints to be cleaned and grouted with matching colour of approved quality readymade grout, including providing of 6mmx6mm-2Nos grooves to the tread, exposed edge of stone and nosing to be rounded / chamfered as shown in drawing, curing, cleaning etc., complete at all heights and leads all complete as per Technical specifications as directed by Engineer-in-charge.

Extra for nosing in steps of treads Using Kotah stone

Marble stone flooring with not less than 18 mm thick marble slabs over 20 mm thick base of cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement slurry rubbing and polishing complete all as per specifications, drawings and as directed by the Engineerin-charge

i) Using Makrana white second quality marble 18 mm thick using crushed sand

Providing and laying 50 mm thick cement concrete flooring with Non Mettalic Floor Hardner topping as per manufacturers specification for Heavy Duty Traffic with cement concrete M- 25 Grade and Floor hardner in Two shakes as per manufacturer's specifications. This includes cost of cement slurry, floating, trowelling, finishing to the required level finishing and cleaning neatly while handing over the areas etc. complete as per technical specifications, drawings and as directed by EIC.

Vacuum dewatering of existing freshly laid concrete of all grades/IPS/Hardonite or other specified areas of flooring as per drawing and finish with power trowel etc., complete as per technical specification and as directed by EIC.

Providing and fixing 40mm wide and 3mm thick Aluminium strips in joints of terrazo or Hardonie/IPS cement concrete floors.

Making of 5 mm x 10 mm size grooves in the IPS flooring using machine having diamond cutting wheels and filling the groove using approved quality as per the manufacturer specifications. The cost includes all charges for the labour, machinery, materials, tools for cleaning, primer before application of sealant, lapping tape, sealant, water & electricity etc. complete as per technical specifications & as directed by the Engineer-in -charge.

Providing and fixing 10 mm thick flooring with acid and alkali resistant tiles of suggestive make and colour as per IS 4457 using acid and / or alkali resistant mortar bedding and joints filled with acid and / or alkali resisting Epoxy for 5 to 8 mm depth over a bed of Bitumastic compound 8 to 10 mm layer and bitumastic primer complete as per the direction of the Engineer-in-charge In flooring over a bed of minimum 10 mm thick acid proof mortar with acid and / or alkali resistant tiles of size 300 X 300 X 10 mm of approved colour including providing required slopes and levels (this work to be carried out through approved specialized agency) complete as per specifications and as directed by the Engineer-in-charge

Providing and fixing 10 mm thick skirting / Dadooing with acid and alkali resistant tiles of suggestive make and colour as per IS 4457 using acid and / or alkali resistant mortar bedding and joints filled with acid and / or alkali resisting Epoxy for 5 to 8 mm depth over a bed of Bitumastic compound 8 to 10 mm layer and bitumastic primer complete as per the direction of the Engineer-in-charge In flooring over a bed of minimum 10 mm thick acid proof mortar with acid and / or alkali resistant tiles of size 300 X 300 X 10 mm of approved colour incliding providing required slopes and levels (this work to be carried out through approved specialized agency) complete as per specifications and as directed by the Engineer-incharge

Providing and Fixing 2.00 mm thick Anti-Static PVC sheet / tile in flooring and skirting of suggestive make in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer including levelling small undulations with plaster of paris if required, Copper foil strips as per manufacturers specifications, rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-incharge in approved colour and shade.

Providing and laying Self levelling Epoxy flooring , including preparation of the surface, primer coat,screeding & levelling coat and finishing coat with Polyurethene coat of approved colour and shade of suggestive make all as per manufacturers specifications complete as directed at site by the Engineer-in-charge ( This Job to be carried out through a specialized approved agency)

i) 2 mm thickness

ii) 3 mm thickness

iii) 4mm thickness

SECTION 'H' JOINERY & METAL WORK

Providing wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing,making rebates for shutters, making grooves 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 / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-charge

Second class teak wood

Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete.

Extra for providing and fixing flush doors with decorative veneering on both sides

Extra for providing and fixing flush doors with decorative veneering in one side and commercial plywood finish in other side.

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Commercial flush door shutters

Providing and fixing decorative high pressure 1.5 mm thick laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS:2046 Type S including cost of adhesive, labour etc. complete as directed

Providing and fixing IS:12817 marked stainles steel ball bearing fire tested butt hinges of suggestive make with stainless steel screws etc. complete as directed by the Engineer-incharge

size 100 x 75 x 3.00 mm (heavy weight) of suggestive make

Providing and fixing C.P teak wood moulded beading (Architrave) of size 50 X 12 mm using 2nd class teak wood to door and window frames with necessary screws and painting with a coat of approved primer etc. complete

Providing and fixing fully flush type Hollow metal Steel door including frame and shutter at all levels. Pressed Galvanized steel conforming to IS 277, Single / Double / Triple leaved suggestive make as per annexure B of section VII which consists of frame, shutter, infill and finish as detailed below : Door frame shall be single rebate profile of size 100 x 57 mm with bending radius of 1.2 mm having 1.60 mm thick galvanized steel sheet (14 gauge). Steel door shutter of 46 mm thick, fully flush, double skin door shall be manufactured from 1.20 mm thick galvanized steel sheet (16 gauge). The stile edges to be lock seamed with no weld marks. The infill material shall be resin bonded honey comb Kraft paper with thermal insulation. Door frames and shutter shall be finished with etched primer coating, stoved zinc phosphate primer (35 microns DFT) and thermosetting polyurethane aliphtic grade paint (35 micron DFT) of approved colour. Rate shall include for supply and fix 3 mm thick base plates, all joints of frames with provision for anchor fastner fixing to wall / RCC surface, reinforcement pad for fixing of hydraulic door closers, aldrops, tower bolts factory finish, provision for slots for mortise locks, for pre-punched cut outs to receive hardwares and iron mongery, 3 mm thick hinge plates predrilled to receive hinges for screw mounted fixing and complete Door co-ordinator (whereever required) all as per specifications as directed by Engineer-in-charge.

Providing and fixing concealed flush bolt for fixing inactive shutter 600 mm length for Doors upto 2400 mm height complete as per specifications, drawings and as directed by Engineer-in-charge .

Supplying and fixing TS 71 door closure with standard arm EN 3/4, silver finish of suggestive make as per annexure B of section VII complete as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere)

Supply and fixing for all types of doors 60mm SS Europrofile pin cylinder key (1CK) openable by key from one side and thumb turn on the other side along with suitable SS mortice dead lock and SS rose rings of Godrej or suggestive make as per annexure B of section VII all as per drawing and as directed by Engineer in charge. (Cost including all materials and labour)

Sash lock- of aproved make with cylinder & pure lever handle

Providing and fixing ISI marked Stainless Steel Ball bearing Butt hinges of size 125 x 75 x 3.00 mm (heavy weight) of suggestive make as per annexure B of section VII with suitable stainless steel screws etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer of suggestive make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing double action hydraulic floor spring of approved brand and manufacturer (conforming to relevant Indian Standard) for doors including cost of cutting floors as required, embedding in floors and cover plates with M.S 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

Providing and fixing ALUMINIUM tower bolts of required size in suggestive make with necessary screws etc.all as per specifications and as per drawings.

i) Size 150 X 12 mm

ii) Size 200 X 12 mm

Providing and fixing Stainless steel tower bolts of required size of suggestive make with necessary screws etc. all as per specifications and as per drawings

iii) Size 250 X 12 mm

iv) Size 300 X 12 mm

v) Size 600 X 12 mm

vi) Size 900 X 12 mm

Providing and fixing stainless steel aldrops of size 300 X 14 mm of suggestive make with necessary screws, bolting from rear side complete as per specifications complete.

Providing and fixing pair of stainless steel "C" type door handles 10 mm dia, 250 mm long SS 304 grade solid rod , of specified size in steel doors/ wooden doors including screws / bolts etc. all as per drawings and specifications complete.

Supplying and fixing 300 mm length D type handle of 22 mm dia, Stainless Steel 316 grade Satin finish of suggestive make as per annexure B of section VII as directed by Engineer-in-Charge.

Supplying and fixing 600 mm length D type handle of 22 mm dia, Stainless Steel 316 grade Satin finish of suggestive make as per annexure B of section VII as directed by Engineer-in-Charge.

Providing and fixing SS-316 grade door stopper 100 mm of suggestive make floor door stopper with Twin Rubber stoppers or other suggestive make as per annexure B of section VII inclding necessary screws etc. complete as per specifications and as directed by Engineer-in-charge.

Supplying and fixing of vision panels of all sizes in all type of flush doors including fixing 5 mm Clear Glass / Frosted Glass / combination of clear and frosted glass with necessary teak wood Beadings of thickness 25 mm with melamine polish complete all as per specifications and as per Drawings and as directed by Engineer-in-Charge.

Providing and fixing glass of suggestive make as per annexure B of section VII in all types of doors, window, ventilator shutters and partitions etc. complete as per the architectural drawings and all complete as per specifications and as directed by Engineer-in-charge.

i) 6mm thick float glass-clear

ii) 6mm thick Nano Olive Green/blue for SGU/DGU/openable top hung & side hung

iii) Spandrel pannels with rock wool insulation as per drawings.

Providing non reflective sun control window film of thickness of 25 microns with total solar energy rejection of more than 35% and visible light transmittance of more than 20% in single piece on the interior side to glass panes of installed windows at all height and levels including cleaning the glass surface, application of soap solution if required, cutting the film to required size, application of film without any trapped air, scaffolding, staging, peeling protective layers if any, removal and refixing of window grills if required , repairing of any damages to complete the item of work as directed by the Engineer In Charge

Supply and fixing in position 25x25x3mm Cripnet Gate Jalli to MS angle/ Box frame. Cost including necessary hinges, locking arrangements, tower bolts, painting the gate & all steel work with two coats of approved PU paint over a coat of compatable PU primer etc. complete as per specifications and as directed by Engineer-in-charge. (Frame sections will be paid seperately).

Note :1) Only anodized aluminium sections, aluminum beading, aluminium sheets & aluminium handles used will be measured for payment. The rate quoted is deemed to have included the cost of all brass concealed tower bolts, screws, gasket, weather strips, PVC lining, etc. and no seperate measurement / payment will be made for the same. 2) Glass, particle boards, aluminium grills, brass mesh, louvers, etc. will be measured & paid separately under relevant items. 3) All fittings shall be of matching colour anodised of aluminium sections. 4) A long M.S. Rod at both ends to be provided in all aluminium shutters in top & bottom horizontal members internally connecting vertical members and fixed with M.S. washers and nuts. No measurement and payment shall be made for this. 5) Aluminium Frames to be fixed with walls / columns with minimum 100 mm long Brass screws / Stainless steel screws and necessary hold fasts. For fixing of frames with RCC members, for Aluminium windows/louvers, doors having area of equal to 10 sq.m or above, Carbon steel zinc cozted suggestive make anchor fasteners shall be used. No measurement and payment shall be made for these items. 6) All aluminium frame and shutters Joints shall be of mitred joints with necessary cleats/ plates . 7) Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete up to 5 mm depth and 5 mm width.

Providing and fixing Colour anodized (of 20 micron thickness) aluminium work for doors, windows, ventilators, Fins, sliding shutter locks, Alu Louvers and partitions etc. with extruded built up standard tubular sections / Z Sections and other sections of suggestive make confirming to IS 733 and IS 1285 fixed with rawl plugs and stainless steel screws or with fixing clips or with stainless steel 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 where ever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and as per direction of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required. (Weight of the Aluminium sections shall not be less than Specified in the drawings). The work shall be carried out complete as per approved shop drawing and the relavent portion of specifications and as directed by Engineer-in-charge.

Providing and fixing Heavy Duty Stainless steel suggestive make quality, type and make (SS 304 Grade) adjustable friction windows stays suitable for top hung and side hung windows of approved quality with necessary stainless steel screws to the side hung windows all as per specifications and as directed by the Engineer-in-charge.

Providing and fixing 40 / 42 mm thick Aluminium Flush Door Shutter consisting of 2 mm thick colour anodized Aluminium Sheets (15 micron), 37 mm wide Aluminium frame work inside filled with glass wool 50 mm thick compressed to 37 mm including all furniture fittings, 4 Nos SS Heavy duty hinges of size 125 mm with SS Screws, suggestive make 6 lever mortise lock with handles, 1 No 250 X 12 mm long Aluminium tower bolt including vision panel with glass as per drawings complete manufactured by approved manufacturer complete as per approved fabrication drawings as directed by the Engineer-in-charge

Providing and fixing 12 mm thick pre-laminated particle board flat pressed 3 layer or graded wood particle board conforming to IS 12823 Grade-I, Type - II in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P Brass / Stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge Prelaminated particle board with decorative lamination on both sides

Providing and fixing aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete.

Providing and fixing 4 Lever Mortice Lock of suggestive make suitable for aluminium sections

Providing and fixing approved quality and shape star locks cum handle of suggestive make for sliding shutters

Providing and fixing approved quality stain less steel body roller wheels of suggestive make for sliding shutters

Providing and fixing anodised aluminium baby latch of size 75 X 12 mm ISI marked of suggestive make transparent or dyed to requried colour or shade with necessary screws etc.

Providing and fixing suggestive make 7 Lever Night latch including necessary screws etc in wooden doors complete all as directed at site .

Designing, supplying and installing semi-unitized, minimum three barrier system, structural glazing framework including mullions, transoms, gutters, sills, trims, sashes for vision and spandrel panels with anodized aluminium extrusions satin finished (Min 25 Micron) in approved colour, stainless steel brackets / clamps, stainless steel bolts, nuts, washers and shims, silicon / EPDM gaskets, drainage provisions, weather seals, anodised aluminium coping, aluminium flashings and seals at all interfaces with building structure, openings and cladding system etc. on linear as well as curved surface in plan all complete as per approved shop drawings and specifications .Designing includes structural design of aluminium frame work, joints, brackets, fasteners, structural sealant etc. The rates shall include all labour, scaffolding, machinery, material, test, welding MS to MS / SS, chipping of walls beams, columns, rectification if required etc. all complete as per approved shop drawing and specifications

Designing, providing and fixing of 4 mm thick approved shade Aluminium Composite Metal Panel cladding at different locations including soffits of over-hangs and including aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification

Providing, supplying and fixing 98 mm overall thick partition using Gypsteel Ultra™ stud partition which includes one layer of tapered edge 13mm thick Gyproc® Duraline (conforming to BS 5234 –1992, Part 2) is screw fixed with drywall screws of 25mm at 300mm centres to either side of 70mm Gypsteel Ultra™ C stud (0.5mm thick having one flange of 34mm and another flange of 36mm made of GI steel) placed at 600mm centre to centre in 72mm Gypsteel Ultra™ floor and ceiling channel (0.5mm thick have equal flanges of 32mm made of GI steel), which is anchored to the floor & true ceiling using suitable anchor fasteners or metal screws with nylon plugs. The boards are to be fixed to the frame work with joints staggered to avoid leakage through joints. A gypsteel fixing channel of 99mm width (0.9mm thick having two flanges of 9.5mm each) has to be provided at the horizontal joints of the two boards screw fixed to the studs using metal to metal flat head screws. Finally square and tapered edges of the boards are to be jointed and finished so as to have a flush look which includes filling and finishing with gyproc jointing compound, Gyproc joint paper tape and two coats of drywall top coat (as per recommended practices of M/s Saint- Gobain Gyproc India). 25mm glasswool slab of density of 32Kg/cu.m shall be placed in the cavity.

Supplying and fixing Rolling shutters of suggestive make as per ISI standards made out of required size of MS lathes 18 gauge interlocked together througout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M.Stop cover of required thickness for rolling shutters Rolling shutters gearoperated type with handles including top hood 0.90 mm thick.

Rolling shutters gear operated type with handles including top hood 0.90 mm thick

Extra over the cost of rolling shutters for providing wicket gate of specified size in the M.S rolling shutters including fixing with fixing arrangements, hinges, locking arrangements, frames etc. all as per standard specifications and as directed by the Engineer-incharge complete.

Extra over the cost of rolling shutters for providing and fixing motorized arrangements( with remote & manual operation) including designing, control panels, limit switches,required wiring and cables from panel to motor and required size of shaft etc of suggestive make all as per standard specifications including commisioning and testing complete as directed by the Engineer-incharge. (only power supply point will be provided)

i) For rolling shutters up to 15.00 sq.m opening area.

ii) For rolling shutters above 15.00 Sq.m and up to 30.00 sq.m opening area.

iii) For rolling shutters above 30.00 Sq.m and up to 45.00 sq.m opening area.

Extra for providing grilled rolling shutter manufactured out of 8 mm dia MS Bar instead of lathes as per specifications, design approved by the Engineer-in-charge complete

Manufacture, supply and installation of louvers made of 4 mm thick aluminium composite panels of suggestive make in the external vertical face and flush with the facade system for inlet of fresh air as per the design / details including all necessary aluminium (with minimum 25 micron thick anodisation) frames, sub frames, peripheral flashings to avoid any ingress of water inside the building with stainless steel bird wire mesh on the inside etc. complete as per details in approved shop drawing and specifications

Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Calcium Silicate Ceiling tiles (AEROLITE ceiling systems) Tiles having 15mm densified edges and 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC and approvred surface design and edge profile (TEGULAR/ SPINTONE) placed in a suspended grid of size of 600 x 600mm made of hot-dipped G.I steel sections having an exposed surface capping of pre-finished baked polyester painted coil wherein the main tee of size 24mm x 38mm x 0.33mm shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia G.I wire with necessary level adjusters and cross tees of size 24 x 28 x 0.33mm x 1200 mm 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 24 x 28 x 0.33mm x 600mm shall be inserted to form a grid size of 600 x 600 mm resting on the perifery walls on wall angles of size 20mm x 20mm x 3000 mm x 0.40 mm thickness. The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. The work shall be carried out as per directions of Engineer-in-charge. The main tees to be suspended from the ceiling/ soffit with the help of matal dash fastners of 6mmx50mm, soffit clits of 25mmx35xxx1.60mm 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 calcium silicate false ceiling area will be measured for the purpose of payment)

i) AEROLITE tile models of Fine Fissured

ii) AEROLITE False Ceiling- tiles- Cosmos / Spintone / Hexa / Quadra Models

iii) AEROLITE False Ceiling- tiles- Cosmos / Spintone / Hexa / Quadra Models with micro look system

Providing and fixing in position suspended false ceiling system using 12 mm thick calcium silicate boards (HILUX ceiling systems) 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC placed in a suspended grid of size of 600x 600mm made of hot-dipped G.I steel sections wherein the ceiling sections of 0.55 mm thick shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia G.I wires/ 1 mm thick strip hangers made of G.I sheet sections with necessary level adjusters and inter channels of 0.90mm thick with connecting clips and resting on the perifery walls on wall angles of 0.55 mm thickness 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 fastners of 6mmx50mm, soffit clits of 25mmx35mmx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips/ G.I strip Hangers at 600mm centers . the entire grid system shall be designed to bear a distributed load of minimum 25 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment)

Providing and fixing "LUXALON" Lay in False Ceiling 600 x 600mm unperforated corrosion resistant aluminium magnesium alloy metal panel fixed in 24 mm 'T' Frame work of Module 600 x 600 mm. Panels shall be manufactured by Hunders Douglas of size 575 mm x 575 mm of approved colour in 0.70 mm thick Aluminium Alloy 3105 with square edges Tiles to be stove enamelled on a continuous application for pre-treatment. The coils to be go through 4 stages of pre treatment Three times of oven baked through conversion coating , priming and finish coat ensuring superior adhesion, high corrosion resistance and good colour stability.The coils to be painted on both sides after degreasing. Inside surface to have a primer of 5 microns and a coat of natural colour of 5 microns, exposed surface to have a primer of 5 microns, binder of 5 microns and a topcoat of approved colour 15 microns. Grid system for fixing ceiling tiles shall comprise of tees. The 24 mm main tee runers shall be suspended at an interval of 1200 mm centre to centre. The 24 mm cross tee runner shall be suspended at an interval of 600 mm centre to centre and further supported with 24 mm cross tee with inter locking arrangements to form a Grid of 600 mm x 600 mm. The main tee shall be supported by means of 4 mm G.I.rod from slab / roof. The suspension shall be provided at 1200 to 1500 mm centre to centre.provision for lights, diffusers etc to be made including extra supports wherever necessary. Measurements shall be as per actual area of false ceiling with out deductions for lights and diffusers.

Providing and fixing of vertical roller blinds for windows of required size with all necessary fixtures all complete as directed by Engineer-in-Charge in approved colour and shade.

SECTION 'I' PAINTING WORKS

Applying priming coats with water thinnable cement primer on wall surface having VOC content less than 50 grams/litreof approved brand and manufacture and as directed by the Engineer-in-charge.

Providing and applying painting on internal surfaces of walls in two coats on new/old work with premium acrylic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including scarifying old paint surfaces, preparation of the old and new surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing, painting,finishing walls with two coats of anti-algae, weather proof acrylic smooth emulsion paint with silicon additives on sand face plaster/ plain plaster & concrete surfaes of required shade over new work over a base coat of exterior cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and applying white cement based wall putty of suggestive make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge

Providing, applying 'Renovo' synthetic plaster or other textured sythetic plaster over existing plastered or concrete surface to the thickness spcified by the manufacturer, to the pattern or design specified in the drawings or by the Engineer-In-Charge, and top coat of exterior emulsion two or more coats of approved colour and shade, complete. as per specifications and as directed by the Engineer-In-Charge. (This work is to executed by the specialised approved agency)

Providing, applying and finishing walls with two coats of premium fine textured exerior paint of required shade over new work including base coat of water proof cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge.

i) On Plain plastered / concrete sufaces

Providing and applying French spirit polishing for wooden sufaces with two coats on new works including a coat of wood filler to form a uniform neat finish as directed by the Engineer -in-charge and / or as per the specifications complete as directed by the Engieer-incharge

Providing, applying one coat of primer with ready mixed red oxide primer of approved brand and manufacturer on steel works including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of suggestive make primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces

Providing and painting with Epoxy PU paint using 3 coats of (180 Micron dry film thickness) Epoxy PU high building coating of suggestive make as finishing coat over a priming coat BARC(V)/CES/EH01-LWR-LLWMP/180 Dated 30.04.2025 primer over concrete/ plastered surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 180 micron (180 micron finishing coat). On CONCRETE surfaces

SECTION 'J' WATERPROOFING WORKS

Providing and laying integral cement based water proofing treatment With Average thickness of 120 mm and minimum thickness at khurra as 65 mm including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (i) Applying and grouting a slurry coat of neat cement by pump using 2.75 Kgs / sq.m of cement admixed with proprietary water proofing compound confirming to IS 2645 over RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. (ii) Providing and laying 20 mm thick plastering using cement mortar 1:5 (with coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 3 days and observed for leakage if any. In case any leakage is observed, the effected area shall be sealed by grouting with cement and shall be checked again for any leakages and this process shall be repeated till no further leakages are observed. (iii) Laying brick bats set in cement mortar 1:5 using broken brick bats 25 mm to 115 mm size with cement mortar 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 10 days and observe for leakage if any. In case of any leakage observed, the effected area shall be sealed by grouting with cement and further leakage to be checked for again. (iv) After 10 days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-Charge. (v) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge including mixing ''polyster fibre of suggestive make' at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep. (vi) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order, complete all as per technical specifications and as directed by Engineer-in-charge. Contractor shall provide 10 year guarantee for waterproofing on approved proforma.

Extra over 120 mm thick Cement based water proofing for Providing and Laying Brick bat coba in Roof, laying brick bats set in with cement mortar using broken brick bats 25 mm to 115 mm size with 50% Escalation of cement mortar 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge to required slope. (Measurement will be over and above the average thickness of 120 mm only) Contractor shall provide 10 year guarantee for waterproofing on approved proforma.

Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 Kgs / sq.m mixed with water proofing cement compound @ 0.253 Kgs per sq.m. including injecting cement slurry. This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242Kgs / sq.m mixed with water proofing cement compound @ 0.126 Kgs / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (c)Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and, complete all as per specifications and as directed by Engineer-in-charge including mixing ''polyster fibre of suggestive make' at the rate of 125 grams per 50 Kgs at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry in bottom and all the sides of sunken portion. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. The treatment to be tested for water tightness before filling the sunken areas, Cost quoted shall include all materials and labourand as directed by Engineer-in-charge. Contractor shall provide 10 year guarantee for waterproofing on approved proforma.

Providing and laying cement concrete 1:2:4 in at all levels (1 cement, 2 coarse sand, aggregates 20 mm to 40 mm) machine mixed for filling Sunken floors of Toilet, bath & kitchens admixed with proprietary water proofing compound confirming to IS 2645 and complete all as per technical specifications and as directed by Engineer-in-charge including scaffolding, consolidation, finishing, curing etc.

Providing and laying integral cement based treatment for water proofing (BOX TYPE) on horizontal surfaces to the Basement, UG tanks, sumps, Retaining walls, below grade slab, Lift Pits, Trenches & other underground structures at all levels/depths complete all as per specifications and as directed by Engineer-in-charge, and consisting of: (i) Ist layer of 25mm thick approved and specified Cuddapah rough stone slab over a 25mm thick base of cement mortar (1:3) (using coarse river sand/ crushed stone sand) mixing with water proofing compound confirming to IS:2645 in the proportion recommended by the manufacturer over PCC levelling course (PCC Levelling course to be paid for separately), joints to be sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25mm thick cement mortar (1:3) (using coarse river sand/ crushed stone sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 0.8 Cum per 100 sq.m thoroughly embedded in the 2nd layer. The total thickness of waterproofing treatment shall be about 75 mm. The contractor shall provide 10 years of guarantee in the format accepted by department.

Providing and laying integral cement based treatment for water proofing (BOX TYPE) on vertical surfaces to the Basement, UG tanks, sumps, Retaining walls, Lift Pits, Trenches & other structures at all levels/depths, complete all as per specifications and as directed by Engineer-in-charge, and consisting of fixing 25mm thick approved and specified Cuddapah rough stone with cement slurry mixed with water proofing compound confirming to IS:2645 in the proportion recommended by the manufacturer with a gap of 10mm to 15mm between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of the stone slab with cement mortar CM (1:4) (using coarse river sand/ crushed stone sand) 20mm thick with neat cement punning mixed with water proofing compound in recommended proportions, including preparing the surface making ‘V’ grooves at junctions, joints, cracks etc. providing nozzles and grouting them under pressure etc., complete at all levels and depths as per specifications as directed by Engineer-in-charge. The total thickness of water- proofing treatment shall be about 55 to 60 mm. The contractor shall provide 10 years of guarantee in the format accepted by the department.

Providing and applying 20 mm thick waterproofing plastering to the concrete and masonry surfaces, with cement mortar of ratio cement mortar 1:4 (1 cement : 4 screened river sand) mixed uniformly by machine with approved polypropylene fibres and mixing of approved water proof compound as per recommendations of the approved manufacturer or as directed by the Engineer-in-charge, including raking out joints, hacking concrete surfaces and applying with approved chemical bonding agent, preparing junctions of concrete / masonry by neat cleaning, grouting with non-shrink mortar etc., at all heights and depths, leads and lifts, curing, etc. complete as directed by Engineer-in-charge. cost including conduting the water tightness test by filling and storing the water for 72 hours. a) System shall consist of preparation of surfaces including ‘V’ grooves at junctions and joints, pressure grouting the same and curing. b) Applying cement slurry admixed with approved bonding agent recommended by manufacturer and allowed to cure. c) Walls plastering and finished smooth with about 20 mm thick with cement mortar 1:4 (1 cement : 4 screened river sand) using recommended proportion of waterproofing compound and polypropylene fibers. d) Making required wattas, rounding of corners; with 1:4 (1 cement : 4 screened river sand) admixed with waterproofing compound of recommended proportion and making junctions with walls and floor finished smooth, including and cured. e) Tank shall be tested by filling the water and maintaining it for 72 hrs. to check leakages. Contractor shall provide 10 year guarantee for waterproofing on approved proforma.

SECTION 'L' INTERNAL P.H. WORKS

Note : The detailed specification of PH works are indicated in respective items and specification documents. In addition to this the bidder shall also consider the requirement indicated in specification which describes the general specification for all PH items.

Providing and fixing best quality star white glazed vitreous Rectangular wash basin below counter of suggestive make as per annexure B of section VII, including 15 mm dia CP brass pillar cock pressomatic series of suggestive make Catalogue No. PRS-031 , 32 mm dia heavy quality CP brass waste & necessary fittings for fixing of CP bottle trap with extention pipe of Jaquar or equivalent model of suggestive make as per annexure B of section VII, counter with necessary approved wall brackets with a pair of SS screws to support the basin, painting the brackets with enamel paint, 15mm dia concealed CP angle valve of Jaquar Continental series No 059 KN with heavy quality reinforced 600 mm long flexible PVC inlet connection pipe all of suggestive make as per annexure B of section VII, Rubber plug and CP brass chain, CP wall flanges whereever required, all of suggestive make as per annexure B of section VII and colour, making good the walls, testing, commissioning etc., all complete as per specifications and as directed by Engineer-in-charge.

i) White vitreous China wash basin size 630 x 450 mm and equivalent sizes

ii) Special colour range vitreous China wash basin size 630 x 450 mm and equivalent sizes

iii) White vitreous China wash basin size 550 x 400 mm/ 550 x 420 mm and equivalent sizes

Providing and fixing stainless steel AISI 304 (18/8) satin finish kitchen sink with drain board with over all size of 1145 x 510 mm and bowl size of 560 x 410 mm and 200 mm depth of suggestive make and model with C.I. brackets and stainless steel waste coupling, fittings, including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever requried.complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing white vitreous china flat back half stall urinal size 580x380x350 mm / 610 mm of suggestive make Aquaseal model with Push cock of suggestive make,with CP brass flush pipe unions, heavy quality C.P. brass spreaders, C.P waste coupling with dome grating, clamps complete all as per specifications and as directed by the Engineer-in-charge.

Providing and fixing in position star white glazed vitreous Extended Wall Hung European Water Closet of with 'P' or 'S' trap of suggestive make as per annexure B of section VII & colour, 6/3 dual flush cistern including all internal parts of the cistern, plastic solid seat & cover of heavy quality & suggestive make as per annexure B of section VII with rubber buffers and flap, heavy quality flush bend, CP bolts and nuts, 15mm dia concealed CP angle valve of suggestive make with heavy quality reinforced 600 mm long PVC inlet connection pipe all of suggestive make as per annexure B of section VII, CP wall flanges whereever required. The EWC shall be fastened with threaded bolt M12 for ceramics fastening with 4 adjustable fastening brackets with fastening materials including 100 mm dia. C.I. connector pipe from P or S trap to the junction of the soil stack or drain, including testing, commissioning & cleaning, etc.all complete as per specifications and as directed by Engineer-in-charge.

Providing and fixing in position 580 x 440 mm star white glazed vitreous Indian Water Closet (Orissa Pattern) with integral type foot rests with 32mm Metropole flush valve of suggestive make with 'P' or 'S' trap of suggestive make as per annexure B of section VII, Low level 10 litres capacity PVC flushing cistern including all internal fittings fixed with 32 mm dia heavy quality PVC flush pipe connecting cistern to the closet, CP extension nipple, overflow pipe from cistern with CP brass mosquitoproof jali upto 150mm above floor level concealed in wall, 15mm dia concealed CP angle valve with heavy quality reinforced 600 mm long PVC inlet connection pipe all of suggestive make as per annexure B of section VII, CP wall flanges whereever required, embedding the closet in 1:3:6 plain cement concrete and levelling as per floor finish, etc. all complete as per specifications and as directed by Engineer-in-charge.

Providing and fixing 150 X150 mm SS Soap dish of suggestive make as per annexure B of section VII including chasing walls making good the same after fixing the China Soap dish etc. complete all as per specifications and as directed by the Engineer-in-Charge.

Providing and fixing C.P brass bib cock of heavy quality of specified / suggestive make as per specifications and as directed by the Engineer-in-charge

15 mm dia bib cock of approved type and make .

15 mm Dia LONG BODY bib cock of approved type and make

Providing and fixing C.P brass Angle cock of heavy quality of specified / suggestive make, for wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-charge

15 mm n.b CP brass Angle cock of suggestive make

Providing and Fixing CP brass 100 mm dia shower rose with Shower arm of Specified make as per specifications and as directed by Engineer-in-charge complete

Providing and fixing 15 mm C.P brass urinal spreader size with 1/2" BSP thread and shapes, weighing not less than 60 gm of suggestive make and type.

Providing and fixing Brass 15 mm C.P brass presstomatic series auto shut urinal flush cock of suggestive make and quality

Providing and fixing heavy quality health faucet with 1.50 metres long flexible hose (hand shower) of suggestive make with wall brackets and type as per specifications and as directed by the Engineer-in-charge

Providing and fixing 15 mm C.P. Brass 2 in 1 Bib cock and Angle cock combination of Heavy Quality using teflon tape as per specifications and as directed by the Engineer-in-charge (Samples to be got approved by the Engineer-in-charge) ESS Catalogue No.Croma C 203

Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of suggestive make including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge

i) 32 mm n.b

ii) 50 mm n.b

iii) 65 mm n.b

iv) 80 mm n.b

v) 100 mm n.b

Providing and fixing Gunmetal (GM) Ball valve of Leader or equivalent model of suggestive make as per annexure B of section VIIwith SS Ball and SS Spindle as per IS - Class - I, Indian make heavy type, etc. complete.

i) 25 mm dia (Screwed ends)

ii) 32 mm dia (Screwed ends)

Providing and fixing 32 mm dia brass ball cock of suggestive make as per annexure B of section VII of heavy quality of following dia size with arm rod and Ball floats with screw ends complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing in position approved best Indian make heavy quality gun metal Check valves (Non return valves) conforming to IS: 778 of leader or equivalent model of suggestive make as per annexure B of section VII suitable for horizontal/vertical mounting with screwed ends including all jointing materials, testing the valve & joints for 10 kg/cm2 pressure with clean & potable water for a minimum testing duration of two hours as per specifications, etc., complete.

i) 32mm nominal dia (horizontal)

ii) 32mm nominal dia (vertical)

iii) 40mm nominal dia (horizontal)

iv) 40mm nominal dia (vertical)

Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating , complete all as specifications and drawings and as directed by the Engineer-in-charge

Providing and fixing square mouth S.W. gully trap complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm 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

i) 150 x 100 mm size gully trap "P" type

Providing and fixing heavy quality CP brass bottle trap 31 / 32 mm of suggestive make single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal,of suggestive make for wash basins / urinal etc all as per specifications and directed by the Engineer in charge.

Providing and fixing in position best quality CP Twin coat hook of suggestive make as per annexure B of section VII with SS screws, etc. complete. Jaquar Catalogue No. (A CN 1161 N) or equivalent model of suggestive make as per annexure B of section VII

Providing and fixing stainless steel toilet paper holder recessed type of suggestive make and type with S.S screws as directed by the Engineer-in-charge complete.

Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of suggestive make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-charge .

Providing and fixing C.P brass towel rail of suggestive make 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-incharge.

Providing and fixing in position 32 mm dia Solenoid Valves of heavy pattern of leader or equivalent model of suggestive make as per annexure B of section VII and as per specification as instructed by BARC

Providing and fixing Heavy quality flexible PVC waste pipe of following dia.(semi rigid or flexible) of suggestive make for sink or wash basin/ urinals including PVC waste fittings etc.complete all as per specifications and as directed by the Engineer-in-charge

i) 40 mm dia

ii) 32 mm dia

Providing and fixing PVC rain water pipes conforming to relevant IS type Band PVC SWR fittings & specials conforming to relevant IS including jointing with sealring/With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed by the Engineer-in-charge

i) 110 mm dia

ii) 160 mm dia

Providing, laying , jointing, fixing and testing heavy quality ( (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint for all concealed lines / two coats of synthetic enamel paint over a coat of approved Zinc Chromate Primer for all exposed lines all as directed by the Engineer-in-charge.

i) 15 mm dia G.I pipe

ii) 25 mm dia G.I pipe

iii) 32 mm dia G.I pipe

iv) 40 mm dia G.I pipe

v) 50 mm dia G.I pipe

vi) 63 mm dia G.I pipe

vii) 80 mm dia G.I pipe

viii) 100 mm dia G.I pipe

Providing , supplying, and fixing rain water down take pipes using Galvanized Iron 'C' class of suggestive make by welding the joints including required bends etc . and fixing in walls / columns with M.S clamps & "C"- clamps all as per drawing, specifications and as directed by the Engineer-in-charge but excluding painting the pipes.

i) 100 mm n/b G.I pipe

ii) 150 mm n/b G.I pipe

SECTION 'M' EXTERNAL PLUMBING WORKS

Note : The detailed specification of PH works are indicated in respective items and specification documents. In addition to this the bidder shall also consider the requirement indicated in sepcification which describes the general specifiaction for all PH items.

Providing, supplying, fixing in position, under floors or in walls sand cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.1729 of suggestive make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.

i) 75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint

ii) 100 mm dia sand cast iron S&S pipe as per IS:1729 with 1.00 kg lead / joint

iii) 150 mm dia sand cast iron S&S pipe as per IS:1729 with 1.20 kg lead / joint

Providing and fixing terminal guards (slotted C.I cowls) for the following Dia of C.I Pipes as directed by the Engineer-in-charge

i) 75 mm Dia C.I cowl as per IS 1729

Providing and fixing G.I pipe sleeves 600 mm long of specified size with puddle flange of specified size for rain water down takes 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 at site. (These sleeves to be fabricated and embedded at the time of concreting in true vertical )

i) Heavy quality 'C' class 100 mm n/b G.I pipe of suggestive make with 200mm x 200mm puddle flange

ii) Heavy quality 'C' Class 150 mm n/b G.I pipe of suggestive make with 250 mm x 250 mm puddle flange

iii) Heavy quality 'C' Class 200 mm n/b G.I pipe of suggestive make with 300 mm x 300 mm puddle flange

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams

Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover of suggestive make and weight as specified in the drawings or as directed by the Engineer in charge

SECTION 'N' GEOTECHNICAL INVESTIGATION

PART -I. INSITU TESTS

Setting up of boring rig at each location, for each borehole location only once for each borehole location including moves between borehole position, locating and marking the location on the ground by actual survey, setting up all field test equipment and bringing all personnel to the location, making area good for setting up rig etc. complete. (receiving boreholes of cross borehole test are also to be setup) Any criss-cross or back and forth movement of the rig can take place, all as per specification & drawing and as directed by the Engineer-in-charge. Note: 1. Total 5 Nos. of setting of boring rigs locations are for individual boreholes locations as per drawings (issued to successful bidders). 2. The setting up of 4 nos. of receiver boreholes spaced in orthogonal directions at 3/4m and 6/8m apart from the source borehole (source borehole would be any one of 25 main bore holes, as per drawings (issued to successful bidders)) corresponding to cross borehole test shall not be paid seperately.

Boring vertically through all kinds of soils, weathered rock and soft rock boulders if any, met during drilling with suitable and adequate equipment of diameter 116 / 150 mm or more for all depths measured below existing ground level at rig location, casing shall be provided wherever required & as directed by Engineer-In-Charge. Note: Core recovery of 20% and less is also considered as boring through soil,weathered rock and soft rock boulders.

Drilling vertically through bedrock strata (Hard rock), using Nx size diamond bit, using double tube core barrel with suitable core catcher, including collection and logging of cores, placing them in approved core boxes made of Fibre Reinforced polymer of standard size, numbering and indexing each core, noting the lithology, colour photographs (100X150mm size) of rock cores, locking arrangements, labeling and transporting the boxes to core store/laboratory for the following depths measured from existing ground level all as per with requirements as per IS:4078 and as directed by Engineer In Charge.

a) 0m to 20m. From G.L

b) 20m to 30m. From G.L

Obtaining 90mm diameter, 450mm long undisturbed soil samples (UDS) from boreholes at every change in stratum or for every 1.5m stratum depth, whichever is less, as per IS:2132, WITH JARRING LINK and sealing and labelling the container & to be tested in site laboratory used for determining various parameters all as per specifications and as directed by Engineer-In-charge.

Conducting Standard Penetration Tests (SPT) soil, soft and weathered rock at every change in stratum or 1.5m, whichever is less, as per IS:2131, and collecting, packaging and labelling disturbed soil/rock samples above and with a part of the distrubed soil samples from SPT sampler to be coated with paraffin wax and sealed immediately after collection to completely retain all moisture within the sample ( to be used in laboratory for Grain Sieve Analysis, hydrometer or pipette analysis, Liquid Limit, Plastic Limit, Plastic Index, Specific Gravity, chemical analysis and any other tests), and other part of the sample to be collected, packaged, sealed, labelled and to be placed in core boxes all as per specifications and as directed by Engineer-In-Charge.

Conducting Standard Penetration Tests (SPT) in soil, soft and weathered rock at every change in stratum or 1.5m, whichever is less, as per IS:2131, and collecting, packaging, sealing and labelling disturbed soil/rock samples and to be placed in core boxes all all as per specifications and as directed by Engineer-In-Charge.

Conducting Standard Penetration Tests (SPT) in rock with RQD greater than 10% and less than up to 25% as per IS:2131, including replacement of SPT shoe by a new SPT shoe for each SPT all as per specifications and as directed by Engineer-In-Charge.

* NOTE for Item No 338, 339 340: Standard penetration test shall be conducted at 1.5m interval. Sequence of conducting SPT shall be changed in each bore hole. Say for first bore hole SPT started at 1.5 m depth then 3.0 m, 4.5m……….. etc. For next bore hole it shall be started at 1m depth then 2.5m, 4.0m …… etc. Similiarly for other bore holes. So that staggered value of SPT’s obtained for entire site.

Conducting Single packer permeability test in weathered and hard rock up to maximum effective pressure of 10Kg/sq.cm for each rocky stratum or at depth corresponding to RQD values of 25%, 50% and 75%, all as per IS:5529 (Part 2). Each unit of this item shall consist of a series of tests with pressure of three(3) equal increments to the maximum and three(3) equal decrements etc., as per specifications and as directed by Engineer- In- Charge.

Conducting Double Packer Cyclic Permeability test in weathered and hard rock upto maximum effective pressure of 10Kg/sq.cm, for each rocky stratum or at depth corrosponding to RQD values of 25%, 50% and 75%, all as per IS:5529 (Part 2). Each unit of this item shall consist of a series of three tests with pressure of three(3) equal increments to the maximum and three(3) equal decrements etc., as per specificationsand as directed by Engineer-In- Charge.

Conducting Pressuremeter Test as per IS:12955 (Part 2)/ ASTM D4719 in NX size bore holes in specified boreholes for each soil stratum at specified depths in soil stratum as well as in weathered and hard rock at depths corresponding to each rocky strata preferably at interval of 5m as well as at depth corresponding to the RQD in the order of of 25%, 50% and 75% with Electronic Probe for a pressure upto 200bar or failure which occurs earlier and submitting parameters (like Deformation modulus, Elastic modulus, shear modulus, limiting pressure, Creep pressure, Coefficient of Elastic uniform compression and safe allowable bearing pressure, pile load capacity and associated settlements of foundations, piles and pile group etc. and all data required as mentioned in specifications), all as per specification and as directed by Engineer-In-charge.

a) in Soil and Weathered Rock (RQD less than 10%)

b) in Hard Rock

c) Bursting of pressuremeter probe

Observation of ground water table and its variation and collecting ground water samples from boreholes at specified depths (minimum 1 litre) as per IS:6935 and as directed by the Engineer-In-Charge. Note: The groundwater sampling should be collected after 1 week of completion of boreholes

PART -II. LABORATORY TESTS

(A) TESTS ON SOIL

Conducting grain sieve analysis of soil(Sieve analysis & Hydrometer analysis) and submission of grain size distribution curve as per IS:2720(Part-4) of the soil (SPT/UDS) samples and Classification of soil as per IS:1498 for every soil stratum in each borehole in alternate and staggered manner to represent each soil stratum. Sutability of Soil for various purpose shall be reported as directed by the Engineer In Charge. ** Note: Distribution curve, Cu, Cc, D50 and soil classification shall be mentioned in the report.

(a) Grain Sieve analysis.

(b) Hydrometer or Pipette analysis

Conducting tests for Atterberg/Consistency Limits (SPT/UDS) samples such as Liquid limits, Plastic limits, Plasticity Index, Shrinkage limits, Shrinkage ratio to represent each soil stratum and submission of reports complete geotechnical characterization and engineering properties of soil as per specifications and IS:2720(Part 5&6) and as directed by Engineer In Charge.

a) Liquid limit, Plastic Limit and Plasticity Index

b) Shrinkage limit and Shrinkage Ratio

Conducting Natural Moisture content, Bulk density, dry density, Specific gravity and void ratio of soil (SPT/UDS)samples to represent each soil stratum as per IS:2720 (Part 2 & Part 3 )and specifications and submission of test reports as directed by EIC.

Chemical analysis of undisturbed soil samples or disturbed SPT soil samples coated with wax including Total soluble solids, Organic matter, pH, total Soluble sulphates (as SO3 & SO4), chlorides, Nitrate Contents, chemical salinity and any other chemicals harmful to the foundation material as per IS:2720 (Part 21, 22, 26, 27) as per specifications and as directed by Engineer In Charge.

Same as in Item No. 358 above, but on 2:1 water:soil extract of the soil samples, giving sulphates as SO3 only.

Chemical analysis of sub soil water samples, including colour, odour, turbidity, pH, Specific conductivity at 25 deg. and carbonates, nitrate, organic matter, sulphates as SO3, chlorides, soluble salt content etc as per IS:3025 for one or more water samples collected from each boreholes and submission of report as per specifications and as directed by Engineer-In-Charge.

Consolidation tests on undisturbed soil samples or on soil samples representative to each soil stratum compacted to specified density, giving full test results including unit weights, specific gravity, e-log p curve, virgin curve, pre-consolidation pressure (P0), initial and final void ratios, compression index(Cc), coefficient of permeability(Cv), coefficient of compressibility(av) and coefficient of volume change(mv) and t50 or t90 for all pressure increments etc and settlement calculations as per IS: 2720 (Part-15) & as directed by Engineer-In-Charge. (Tests without presentation of lab test readings for individual load increments and consolidated report as per APPENDIX A and B of the IS:2720 (Part-15) and without these results the test shall not be paid.)

Unconfined Compressive Strength test on undisturbed soil samples of cohesive soils of each soil stratum as per IS:2720 (Part- 10) along with submision of report of compression strength, undrained shear strength and bearing capacity as directed by Engineer-In-Charge.

Conducting Direct shear test in consolidated drained condition on undisturbed soil samples or soil samples compacted to specified density and submiting full test report including lab readings of complete test, cohesion and angle of friction (CD test), shear strength etc. Tests to be conducted as per IS:2720 (Part-13) or as per IS:2720 (Part-39) for soils containing gravel) and as per direction of Engineer-In-Charge.

Conducting Triaxial Shear Strength Test on undisturbed soil samples or on soil samples compacted to specified density representative to each soil stratum. Tests to be conducted along with submission of test reports including lab observation readings, cohession and angle of internal friction, shear strength envelope, stress-strain behaviour, poissions ratio and elastic modulus as per specifications and IS:2720(Part-11&12) and as directed by Engineer-In-Charge.

a) Unconsolidated Undrained (UU, without pore water pressure measurement)

b) Consolidated Undrained (CU including pore water pressure measurement)

(B) TESTS ON ROCK

Conducting True Specific gravity of rock core samples corresponding to each rocky strata and submission of reports as per IS: 1122 and specifications as directed by Engineer-In-Charge.

Conducting water absorption of rock samples as per IS:1124 and specification as directed by Engineer-In-Charge.

Unit weight, water content, porosity, bulk density, dry density of rock sample corresponding to each rocky strata as per IS:13030 and specifications as directed by Engineer-In-Charge.

Conducting Unconfined compressive strength of rock core at depths corresponding to RQD=25%, 50% and 75% or corresponding to each rocky strata with submission of Unconfined compressive strength of intact rock as per procedure in IS:9143 and stress-strain curve, poissions raatio and deformation modulus as per IS:9221 and specification as directed by Engineer-In-Charge.

Point load strength index test on rock core at depths corresponding to RQD=25%, 50% and 75% or corresponding to each rocky strata as per IS:8764 and as per specifications as directed by Engineer-In-Charge.

Brazilian test on rock core at depths corresponding to RQD=25%, 50% and 75% or corrosponding to each rocky strata along with submittion of tensile strngth as per IS:10082 and as per specifications as directed by Engineer-In-Charge.

Conducting Triaxial compression test on rock core with internal pressure up to 160kg/sq.cm on minimum 3 samples with 3 different confining pressures, at depths corrosponding to RQD=25%, 50% and 75% or corrosponding to each rocky strata as per procedure in IS:13047or ASTM D 2664-86 and submission of report including cohession and angle of inter friction, shear strength envelope along with stress-strain curve, poissions raatio and deformation modulus as per specification as directed by Engineer in Charge.

PART -III. REPORT

Preparation and submission of Three (3) hard copies of Draft reports as specified followed by Five (5) hard copies of Final report of Geotechnical Investigations as detailed in specifications along with FIve (5) soft copies of the same on the DVD along with bore hole location drawing. Field and laboratory record sheets shall also to be submitted.

SECTION 'O' HORTICULTURE

Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by refilling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of red earth, sludge or manure).

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking at site dump farmyard manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment).

Supply and application of Bio-nematicide (Fluopyrum 34.48% SC)

Supply and application of potassium polyacrylate based super absorbent polymer for agriculture and gardening purpose.

Supplying and laying Neelgiri / Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. (Lawn area will be measured in ground after laying for payment).

Supplying and planting of following shrubs subjected to the suitability & availability during the time of execution and that should be free from infection of pests and diseases, which including pit excavation, planting, staking and watering complete as per direction of the officer-in-charge.

i) Bush Rose in different colour 2 to 3 healthy branch 30 cm and above ht. well developed with 8 or more flowers / flower buds in 20 cm Earthen pot / Plastic pot as per direction of the officer-in-charge.

ii) Beloperone species of height 30-45 cm. in poly bags of size 20 cm./ Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm./ Lagerstroemia indicia of height 90-105 cm. multibranched in polybag of size 25 cm./ Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm./ Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan, Scarlet Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pot/Plastic pot./ Nyctanthes arbor-tristis(Har singar) of ht. 90-105 cm in Earthen pot of size 20 cm.

iii) Calliandra hybrida of height 75-90 cm. with 4-5 branches in bag of size 25 cm./ Jatropha multifida (red colour) of height 60-75 cm. multibranched in polybag of size 25 cm./ Tabernaemontana coronaria (chandni variegated) of height 45-60 cm. with 3-4 branches earthen pot of size 20 cm./ Thevetia nerifolia of height 60-75 cm. with 5-6 branches in poly bag of size 25 cm./ Clerodendrum of height 30 cm.to 45 cm. in 30 cm to 45 cm in 20 cm size of poly bag.

iv) Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pot of size 20 cm./ Malpighia coccigera of height 30-45 cm., multibranched in earthen pot of size 20 cm / Tecoma gaudichaudi of height 60-75 cm. with 5-6 branches in polybag of size 25 cm.

Euphorbia caracasana (bronze colour leaves) of height 60-75 cm. with 4-5 branches in bag of size 25 cm./ Ficus panda of height 45-60 cm. with 6-7 branches and healthy foliage in polybag of size 25 cm.

Plumbego capensis well developed with fresh and healthy 30 to 45 cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot./ Tecoma stans of height 60-75 cm. branched in earthen pot of size 20 cm./ Euphorbia pulcherrima (dark red) well branched (poinsettia Red Hegg) of height 60-75 cm. in earthen pot of size 25 cm.

Ficus blackii (F.vivion) of height 45-60 cm. with 6-8 branches healthy foliage in earthen pot of size 25 cm./ Mussaenda erythrophylla (Rosea) of height 60-75 cm. multi branched in earthen pot of size 25 cm./ Plumeria acutifolia height 120-135 cm. with 2-3 branches in HDPE bag size 30 cm./ Plumeria alba height 120-135 cm. with 2-3 branches in bag size 30 cm.

Supplying and planting of following hedges subjected to the suitability & availability during the time of execution and that should be free from infection of pests and diseases, which including pit excavation, planting, staking and watering complete as per direction of the officer-in-charge.

i) Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot./ Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 25 cm size of Earthen Pot / Plastic Pot./ Iresine herbstii, of height 25-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot.

ii) Excoecaria bicolor of height 45-60 cm. in earthen pot of size 20 cm.

iii) Hamelia patens of height 60-75 cm. with 6-8 branches in poly bag of size 25 cm Each./ Eugenia campanulatum of ht. 20 cm to 30 cm multi branched.

Supplying and planting of following ground covers subjected to the suitability & availability during the time of execution and that should be free from infection of pests and diseases, which including pit excavation, planting, staking and watering complete as per direction of the officer-in-charge.

i) Ipomea (Golden leaves),with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot./ Ophiopogon grass, Green/Black/ varigated full of leaves in 15 cm size of Earthen Pot / Plastic Pot./ Setcreacea purpurea full of variegated leaves in 15 cm size of Earthen Pot/ Plastic Pot./ Tradescantia zebrina having in 15 cm size of Earthen Pot.

Supplying and planting of following specimen plants subjected to the suitability & availability during the time of execution and that should be free from infection of pests and diseases, which including pit excavation, planting, staking and watering complete as per direction of the officer-in-charge.

i) Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot / Plastic Pot.

ii) Poinsettia Dwarf variety different colour well developed 25 to 30 cm ht., 3 to 4 branch full bloom with fresh & healthy foliage in 15 cm Earthen Pot/Plastic Pot.

iii) Adenium Obesum grafted well developed with fresh & healthy 30 to 60 cm ht. plant in 25 cm size Earthen Pot/ Plastic Pot.

iv) Cyprus Golden 30 to 45 cm ht. plant well developed good Golden colour foliage, Conial Shape in 25 cm Earthen Pot.

v) Plumeria rubra height 120-150 cm., 3-4 branches and thick stem in big size HDPE bag.

vi) Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves.

vii) Euphorbia milli hybrid variety with multi branch, full bloom, with fresh and healthy well developed having 30 to 45 cm ht. plant in 35 cm Cement Pot.

viii) Plumeria alba dwarf height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bag

ix) Ficus Starlight with fresh, healthy and attractive foliage 45 to 60 cm spread 75 to 90 cm ht. plant, specimen bushy plant,in 35 cm Cement Pot // Terminalia mentalis of height 7-8 feet. in big polybags of size 25 cm.

x) Cycus revoluta in 35 cm challi, specimen, having 30 to 40 with fresh and healthy, leaves having 25cm to 30cm circumfrance of base stem well developed.

Supplying and planting of following palms & cycads subjected to the suitability & availability during the time of execution and that should be free from infection of pests and diseases, which including pit excavation, planting, staking and watering complete as per direction of the officer-in-charge.

i) Travelers palm well developed with fresh & healthy foliage 120 to 150 cm ht. plant in 35 cm Cement Pot.

ii) Bottle palm ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bag.

iii) Foxtail palm/ Royal palm ht. 240-270 cm bottom girth 35-40 cm well developed in big size HDPE bag.

Supplying and planting of following climbers & creepers subjected to the suitability & availability during the time of execution and that should be free from infection of pests and diseases, which including pit excavation, planting, staking and watering complete as per direction of the officer-in-charge.

i) Chamaedorea elegans palm having ht. 60 cm to 75 cm, well developed with fresh and healthy leaves in 25 cm size of Earthen pot / Plastic pot.

ii) Schefflera sp. high colour plant (three in one), having ht. 25 cm to 30 cm, well developed with fresh and healthy foliage in 30 cm size of Earthen pot / Plastic pot.

iii) Dieffenbachia Maculata having ht. 45 cm to 60 cm with 5 and above leaves, well developed, fresh and healthy & attractive variegated foliage in 25 cm size of Earthen pot / Plastic pot.

iv) Aglaonema Silver Queen having ht. 30 cm to 45 cm. with 12 to 15 leaves, multi suckers, well developed, fresh and healthy in 25 cm size of Earthen pot / Plastic pot./Aglaonema nitida having ht. 30 cm to 45 cm with 8 to 10 leaves, well developed, fresh and healthy with attractive leaves in 25 cm size of Earthen pot / Plastic pot.

v) Philodendron Moonlight having ht. 30 cm to 45 cm with 10 to 12 leaves, well developed, fresh & healthy bright colour leaves in 25 cm size of Earthen pot / Plastic pot.

vi) Araucaria cookie having ht. 75 cm to 90 cm, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 25 cm size of Earthen pot / Plastic pot.

vii) Phoenix Palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot / Plastic pot.

Supplying and planting of following climbers & creepers subjected to the suitability & availability during the time of execution and that should be free from infection of pests and diseases, which including pit excavation, planting, staking and watering complete as per direction of the officer-in-charge.

i) Melia azedarach height 120-135 cm. in big poly bag size 25 cm./

ii) Grevillea Robusta (Silver Oak) height 150-165 cm. in big poly bag size 25 cm

iii) Jacaranda mimosifolia height 150-165 cm. in big poly bag size 25 cm. / Peltophorum species height 150-165 cm. in big poly bag size 25 cm.

iv) Millingtonia hortensis height 150-165 cm. in big poly bag size 25 cm.

v) Spathodea campanulata height 150-165 cm. in big poly bags size 25 cm./ Eugenia jambolana (Jamun) height 150-165 cm. in big poly bag size 25 cm

vi) Saraca indica (Sita Ashok) height 105-120 cm. in big poly bag size 25 cm.

vii) Michelia champa (Golden Champa) height 90-105 cm. in earthen pot size 25 cm.

viii) Melia azedarach height 120-135 cm. in big poly bag size 25 cm.

ix) Polyalthia longifolia (Ashok) / P. pendula height 180-195 cm. in gunny bag size 30 cm.

x) Lagerstroemia flosreginae height 150-165 cm.in big poly bag size 25 cm.

xi) Mimusops elengi (Maulsri) height 180-195 cm., well developed with thick stem in big in big size HDPE bag./ Nauclea cadamba (Kadamba) height 150-165 cm. in big poly bag size 25 cm and without any pest.

xii) Magnolia grandiflora height 150-165 cm. in big poly bag size 25 cm.

Supplying and planting of following climbers & creepers subjected to the suitability & availability during the time of execution and that should be free from infection of pests and diseases, which including pit excavation, planting, staking and watering complete as per direction of the officer-in-charge.

i) Karonda of ht. 45-60cm in Poly bag of size 25 cm. as per direction of the officer-in-charge.

ii) Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.

iii) Pithecellobium dulce (Jungle Jalebi) of height 120-150 cm. in Big HDPE Bag as per direction of the officer-in-charge.

iv) Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.

v) Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge.

vi) Ficus carica (Anjeer) of height 75-90 cm. in poly bags of size 25 cm as perdirection of the officer-in-charge.

Supply and installation of common bricks for brick edging size 4x3x9 inches laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surpuls earth neatly within a lead of 50 m and terragota colour painting.

One year Maintenance complete including lawn mowing, hedge trimming, area cleaning, wateing, controlling of pest and diseases, weeding etc. Daily except public holidays, minimum two male and two female labourers should be utilized for maintenance work.

Providing and watering of irrigation water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, watering at site with all leads and lifts as per direction of Engineer-in-charge.

SECTION 'K' DISMANTLING WORKS

Dismantling of RCC works carefully without damaging reinforcement steel and adjacent structures after cutting grooves to the portion to be dismantled, cost includes cutting grooves, cutting of steel reinforcement bars if required and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge.

Making openings in RCC slabs, walls and other RCC structures of required size & shape including cutting of reinforcement if necessary and rate quoted shall include labour and disposing of materials away, along with finishing the concrete etc. complete as directed by Engineer-in-charge. (Note: The volume of RCC removed for making the opening will only be measured for payment).

Making holes in RCC structures using core cutter of required size mentioned below including cutting of Reinforcement if necessary and rate quoted shall include labour and disposing of materials away, along with finishing the concrete etc. complete as directed by Engineer-in-charge.

i) 50 mm dia.

ii) 100 mm dia.

Making the opening in brick masonry for door / window / clear story opening including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface including disposal of mulba/ rubbish to the nearest dumping ground.

Providing and Fixing Anchor Fastner of suggestive make including drilling in concrete as per requirement for fixing EPs or other structures all as specified by the manufacturer complete all as per specifications and drawings.

16 mm diameter 100 mm Long

16 MM diameter 150 mm Long

16 MM diameter 200 mm Long

20 mm diameter 100 mm Long

Description of Work / Item(s)

Amount

Fabrication, erection, installation and commissioning of 10 MT EOT Crane as per technical specific and scope drawings

Fabrication, erection, installation and commissioning of 5 MT EOT Crane as per technical specific and scope drawings

Fabrication, erection, installation and commissioning of 2 MT EOT spark proof Crane as per technical specific and scope drawings

Ventilation System

Ventilation System -AWTSF

Design, manufacturing, assembly, inspection, factory testing, painting, packaging, supply, installation, commissioning and site-performance testing of CS centrifugal SISW type ventilation fans along with motor, DOL starter panel, foundation bolts and all accessories as per technical specification and following capacity and static pressure:

Type 1: Supply fan: Capacity 12,000 CMH @ static pressure 125 mmWG.

Type 2: Exhaust fan: Capacity 14,000 CMH @ static pressure 200 mmWG.

Procurement of raw materials, fabrication, inspection, testing, painting, supply and installation of CS filter casing assembly (Exhaust filter bank) for 9 nos of Standard sized Pre and HEPA filters in series of 3x3 matric configuration as per technical specification and scope drawing.

Procurement of raw materials, fabrication, inspection, testing, painting, packaging, supply and installation of CS filter retainer frame (for supply filter room) for 9 nos of Standard sized Pre filters of 3x3 matric configuration as per technical specification and scope drawing.

Procurement of complete raw material, fabrication, welding, inspection, testing and erection of 3 mm thick SS304L ducts (from exhaust fan discharge to out side building). Job also include DP testing as requirement for root and final weld layers and fabrication of SS structural supports etc.

Isolation Pneumatic Dampers: Fabricatoion, Supply, Installation, testing and commissioning of Isolation dampers with counter flange and flexible metallic sealing type to ensure leak tightness of minimum 99.8%, double acting pneumatic operated with solenoid valve, limit switch and mannual override as per the technical specifications of following sizes: Isolation pneumatic damper for ventilation fan of size 800 mm X 825 mm (dimention may varry slightly)

Isolation Manual Dampers: Fabricatoion, Supply, Installation, testing and commissioning of Isolation dampers with counter flange and flexible metallic sealing type to ensure leak tightness of minimum 99.8%, with mannual operated as per the technical specifications of following sizes:

Isolation manual damper for ventilation filter bank of size 825 mm X 800 mm

Isolation manual damper for ventilation fan of size 900 mm Dia

Ventilation System -LLWMP

Fans: Design, manufacturing, factory performance testing, supply, installation, site testing and commissioning of Centrifugal fans, SISW backward inclined with aerofoil and upblast type complete with motor, base frame, manually operated inlet guide vanes, inlet guard, flexible connection at inlet and outlet, vibration isolators etc. Casing, impeller, base frame, etc. shall be epoxy painted. Fans including variable voltage variable frequency drive (VVVFD) with wired pannel, bypass soft starter with necessary control, indication and protection equipment as per the tender technical specification of following capacity and static pressure:

Type 1 Supply fan: Capacity 92,000 m3/hr @ static pressure 175 mmWG.

Type 2 Exhaust fan: Capacity 1,10,000 m3/hr @ static pressure 250 mmWG.

Package Unit (AHU and ODU):- Design, manufacturing, assembly, inspection, factory testing, painting, packaging, supply, installation, commissioning and performance testing at site of eco-friendly refrigerant based Double skin type Air Handling Unit (consist of cooling coil, mist eliminator, supply fan), outdoor air cooled condensing unit along with all accessories and control system (built-in controls like HP/LP/OL/UL /Temperature, SPP, Phase Sequence Relay AND DISPLAY OF SAME) as per technical specification. Fan Capacity: 8500 CMH and static 200 mm WCg, Cooling capacity 20 TR.

Filter housing (for Item no. 2, AHU): Procurement of raw materials, fabrication, inspection, testing, painting, packaging, supply and installation of Carbon Steel filter bank assembly with SS studs, nuts and washer for 6 nos of Standard sized Pre and HDPE filters in 2x3 module configuration and flanged connection with AHU of item no. 2. as per technical specification.

Isolation Pneumatic Dampers: Fabricatoion, Supply, Installation, testing and commissioning of Isolation dampers with counter flange for ventilation system fan and filter banks, flexible metallic sealing type to ensure leak tightness of minimum 99.8% for Type A / B / D / E/ G (Single louvered) and 97% for Type C / F (Multi louvered), double acting pneumatic operated with solenoid valve and limit switch and mannual override as per the tender technical specifications of following sizes.

Type-A: Isolation pneumatic damper for Supply filter bank of size 1300 mm X 1300 mm leak tightness of minimum 99.8% , Single louvered

Type-B: Isolation pneumatic damper for supply fan outlet of size 1600 mm X 1500 mm, leak tightness of minimum 99.8% , Single louvered

Type-C : Isolation pneumatic dampers for supply fan inlet of sizes 1600 mm dia., leak tightness of minimum 97% , Multi louvered

Type-D: Isolation pneumatic damper for Exhaust filter bank inlet of size 1500 mm X 1000 mm, leak tightness of minimum 99.8% , Single louvered

Type-E: Isolation pneumatic damper for Exhaust filter bank outlet of size 1900x1900 mm, leak tightness of minimum 99.8% , Single louvered

Type-F: Isolation pneumatic damper for exhaust fan inlet of size 1900 mm dia., leak tightness of minimum 97% , Multi louvered

Type-G: Isolation pneumatic damper for exhaust fan oulet of size 1800 mm X 1700 mm, leak tightness of minimum 99.8% , Single louvered

Fabrication, Supply, Installation, testing and commissioning of of Leak tight doors for filter banks of supply and exhaust system of size 2000 mm X 900 mm as per the tender technical specification.

M.S. supports : Supply of materials, erection, installation , epoxy primer and epoxy painting for duct, plenum , structures , equipment support, duct reinforcements /bracing ( angle/ channel / plate / pipe / rod / fasteners ) including plate EP’s for duct and equipment support as per the tender technical specification.

CS duct connector (3 mm thk) in supply and (5 mm thk) in exhaust fan rooms between filter bank to plenums and plenums to the fans, procurement of materials, fabrication , instsllation , testing, epoxy painting from inside and outside along with its support structure. (However, support material and its fabrication cost will be paid separately as per item no. 6)

CS ducting for air exhaust system of 3 mm thk.: procurement of materials, fabrication , instsllation , testing, epoxy painting from inside and outside along with its support structure as per the tender technical specification. (However, support material and its fabrication cost will be paid separately as per item no. 6)

Galvenised Steel Sheet Duct (GI, 18G, Grade 200 gm/m2 Zinc Coating as per IS 277) : Procurement of material, fabrication, installation complete with fittings, supports out of angles / channels / rods, anchor fasteners wherever required, GS nuts, bolts, gaskets, testing and as per the tender technical specification. (However, support material and its fabrication cost will be paid separately as per item no. 6)

A/C Duct insulation 19 mm: Procurement of material, supply, fabrication of insulation (with Nitrile rubber) of 19 mm minimium thickness for supply air ducts, fixing on duct with adhesive and as per the tender technical specifications.

A/C Duct insulation 13 mm: Procurement of material, supply, fabrication of insulation (with Nitrile rubber) of 13 mm minimium thickness for return/exhaust air ducts, fixing on duct with adhesive and as per the tender technical specifications.

Supply air grilles with volume control dampers (VCD), Rectangular, double deflection type, MOC: Aluminum with powder coating (18G thk.): Supply , instsllation and testing as per specification.

Return air grilles with VCD, MOC Aluminum with powder coating (18G thk.): Supply, instsllation and testing as per specification.

Flow balancing dampers for supply ducting: MOC. Aluminum with powder coating 3 mm thk blades ): Supply, instsllation and testingas per the tender technical specification.

Procurement of complete material, fabrication, inspection, testing of Carbon Steel filter retainer frames using IS2062 GR BR steel in form of structural members like channel, angles, plates etc by GTAW process as per scope drawing and technical specification. This also covers cutting, fixing, welding, tacking, dimensional checking etc of all such structural members. Installation of M.S. filter retainer frame for pre filters and HEPA filters onto the MS EPs provided in RCC and as per the tender technical specification.

Procurement of complete material, fabrication, inspection, testing of SS304L filter retainer frames in form of structural members like channel, angles, plates etc by GTAW process as per scope drawing and technical specification. This also covers cutting, fixing, welding, tacking, dimensional checking etc. of all such structural members. Installation of filter retainer frame for pre filters and HEPA filters onto the MS EPs provided in RCC and as per the tender technical specification.

Fabrication, Supply and installation of Louvers (3mm thk anodised Aluminium) and Stainless Steel wire mesh bird screen along with its mounting frame for Supply filter room and AHU room as per as per the tender technical specification.

Supply and installation of Wall mounted propeller fans of capacity 3000 CMH @5mm WG complete with motor, starter , installation frame, wall cowl, etc. Casing, impeller and installation frame shall be epoxy painted

Performance testing of equipment / items , Air flow balancing , installation of filters onto the filter frames, testing and commissioning of entire Air Conditioning, ventilation and exhaust system as per the tender technical specification.

Procurement of complete material, fabrication, inspection, testing of HEPA filter 610x610x292 with 6 mm thk. and 5 shore hardness neopren gasket on both side, collection efficiency not less than 99.97% for particles of 0.3 micron, when tested at rated flow of 1700 SCMH and as per tender technical specification

Procurement of complete material, fabrication, inspection, testing of PRE-filter 610x610x292 with 6 mm thk. and 5 shore hardness neopren gasket on both side, collection efficiency not less than 90% for particles of 5 micron, when tested at rated flow of 1700 SCMH and as per tender technical specification

Procurement of complete material, fabrication, inspection, testing of HDPE coarse filter 610x610x292 with 6 mm thk. and 5 shore hardness neopren gasket on both side, collection efficiency not less than 85% for particles of 10.0 micron, when tested at rated flow of 2000 SCMH and as per tender technical specification

Procurement of complete material, fabrication, inspection, testing of Standard size Stainless Steel Fume Hood opening size 900mm X 900mm with lighting arrangement, damper as per the tender technical specification

Procurement of complete material, fabrication, inspection, testing of SS304L shoe barrier as per scope drawing and tender technical specification (approx weight 32 KG each)

TDC sampling sytem

Design, manufacturing, assembly, inspection, factory testing, painting, packaging, supply, installation, commissioning and site-performance testing of centrifugal SISW type blower along with motor, DOL starter panel, foundation bolts and all accessories as per technical specification and following capacity and static pressure: Exhaust blower: Capacity 1,700 CMH @ static pressure 300 mmWG.

Procurement of raw materials, fabrication, inspection, testing, painting, packaging, supply and installation of CS filter casing assembly for Single Standard sized HEPA filter as per technical specification. (approx weight of each filter casing: 200 Kg)

Procurement, inspection, testing, installation and erection of Carbon Steel manual valves including nuts, bolts, washers etc and also providing neoprene gaskets, complete handling etc as per technical specification and scope drawing and in following sizes: Wafer type Butterfly valve Class 150, Size 200 mm NB

Procurement, inspection, testing, installation and erection of Carbon Steel pneumatically operated valves including pneumatic actuator including Solenoid valves, limit switch, manual over ride etc and also providing nuts, bolts, washers, gaskets, complete handling etc as per technical specification and scope drawing in following sizes and materials: Wafer type Butterfly valve Class 150, Size 200 mm NB

Procurement, inspection, testing, installation and erection of Stainless Steel flexible hose without breading (bellow pipe) of size 25 NB, 500 mm long, flanged end (one end fixed flange and other end free flange)

Procurement, inspection, testing, installation and erection of 0.5 mm thick Stainless Steel Bellows with 4-6 convolutions and Class 150 flanges suitable for blower as per technical specification and scope drawings of size 200 NB.

Providing and placing at site MS Anchor bolts of required size, shape and length as per IS:5624, of mechanical property class - 4.6 as per IS:1367-Part-3, with two numbers of compatible hexagon nuts (conforming to IS:1363), washers with each bolt of reputed make, fixing at site complete as per drawing and technical specifications. (Bolt size M16, length 150 mm )

Compressed Air System

Procuremnt, inspection, testing and installation of screw compressor of capacity 148 CFM at 8 Bar pressure along with refrigeration based dryer system, electrical accessories etc as per the tender technical specification

Raw water System

Providing , Laying , jointing, fixing and testing Heavy quality (C Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples, reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing Teflon tape, exposed / concealed by chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint for all concealed lines / two coats of synthetic enamel paint for all exposed lines all as directed by the Engineer-in-charge, in following sizes:

25 mm NB GI pipe

40 mm NB GI pipe

80 mm NB GI pipe

100 mm NB GI pipe

Providing and fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge, in following sizes:

PAD system

Procurement of material, fabrication, inspection, testing and site erection of SS 304L Strainer along with SS nuts, SS bolts and gaskets in following sizes

Procurement of material, Fabrication, Inspection, Testing, Installation of SS304L Lint Strainer of size 100 NB with handle

Fabrication, Inspection, testing and installation of SS304/304L/316/316L hand operated eye wash station of min 10 inch size along with SS304/304L/316/316L stand

Fabrication, Inspection, testing and installation of SS304/304L/316/316L sink of minimum 22"x18" size along with water tap with long handle and isolation valve along with SS304/304L/316/316L stand

TDCs with insulation

Procurement of complete raw materials, fabrication, machining, inspection, testing and safe delivery of Carbon Steel Tetra Drum Containers (TDC) without thermal insulation as per scope drawing and technical specification.

Procurement, supply, trimming, sizing and installation of thermal insulation of ceramic fiber board as per technical specifiation at BARC site (Grade: 1450 degree C, Density: 330 to 384 kg/Cubic meter, Thickness: 25 mm)

Fire Hydrant System

Installation, erection and procurement of following items:

20 NB Sch 40 CS seamless Elbow as per A234

80 NB Sch 40 CS seamless Elbow as per A234

100 NB Sch 40 CS seamless Elbow as per A234

150 NB Sch 40 CS seamless Elbow as per A234

150 NB Sch 40 X 100 NB Sch 40 CS seamless Reducer as per A234

150 NB Sch 40 X 80 NB Sch 40 CS seamless Reducer as per A234

100 NB Sch 40 X 80 NB Sch 40 CS seamless Reducer as per A234

150 NB X 150 NB X 150 NB Sch 40 CS seamless Tee as per A234

150 NB X 150 NB X 100 NB Sch 40 CS seamless Tee as per A234

150 NB X 150 NB X 80 NB Sch 40 CS seamless Tee as per A234

100 NB X 100 NB X 100 NB Sch 40 CS seamless Tee as per A234

100 NB X 100 NB X 80 NB Sch 40 CS seamless Tee as per A234

CS 20 NB SORF CL 150 Flange as per A105

CS 80 NB SORF CL 150 Flange as per A105

CS 100 NB SORF CL 150 Flange as per A105

CS 150 NB SORF CL 150 CS Flange as per A105

Flanged CS 20 NB Ball Valve CL 150 Grade ASTM A 216 Gr WCB

Flanged CS 80 NB Gate Valve CL 150 as per IS14846 and rising stem type

Wafer Type CS 100 NB Butterfly Valve CL 150 BS 5155

Wafer Type CS 150 NB Butterfly Valve CL 150 BS 5155

Bourdon tube type pressure gauge in SS body with of 100 mm dial with 0-15 bar (g) range

Mechanical Works: Procurement, erection, installation, laying of Carbon Steel pipes above ground and inside buiding in following sizes, at the requisite locations [Site study, preparation-submission and approval of complete detailed engineering drawings, generation of Material Take Off (MTO), physical measurement, submission and approval of QA documents such as QAP and various QA/manufacturing procedures, identification of procured pipes, physical measurement, installation of fittings, installaion of valves and flanges with gaskets, cutting, edge preparation, fitting, assembly, packing, levelling, clamping, fixing, complete handling, DP testing, inspection, tagging, and preparation of QA documents including removal and restoration of civil/mechanical obstructions if any as per BARC technical specification, drawings, approved procedure and written clearances from users]

20 NB Sch 40

80 NB Sch 40

100 NB Sch 40

150NB Sch 40

Radiography Quality Butt welding of carbon steel pipes and pipe fittings by SMAW process, Liquid Penetrant Examination for root and final weld

Fillet welding of carbon steel pipes and pipe fittings by SMAW process, Liquid Penetrant Examination for root and final weld

FIRE EQUIPMENT/COMPONENTS

Supply and installation of Gun metal (lead-tin-bronze) Hydrant/Landing Valves of size 80NB with 65 mm outlet and aluminum blank cap conforming to IS-5290 along with pressure gauge (dial size: 150 mm, Range 0 - 10 bar with isolation cock) and all other standard necessary fittings as per BARC drawings and technical specification.

Supply and installation of wall/floor mounted cabinets suitable for accomodating 2 nos. of specified hoses, supply and installation of 2 nos. of 63 mm dia x 15 meter long fire hoses guaranteed for pressure of 35.7 Kg/cm2 pressure with fire nozzles, adapters and other standard accessories as per BARC drawings, technical specification.

Supply and installation of wall mounted First Aid Hose Reel (FAHR) in 20 NB size x 30 meter length along with spray nozzle, reel casing and standard accessories as per Technical specifications.

Corrosion Protection and Painting

Providing weather protection for Underground/buried piping as per drawing and technical specification

Supply of material, cleaning, preparation of metallic surfaces, applying 2 coats of primar and paint as per technical specification.

Washer Extractor and Dryer

Supply and installation of washer extractor of 60 kg capacity as per technical specification

Supply and installation of washer extractor of 30 kg capacity as per technical specification

Supply and installation of Dryer of 30 kg capacity as per technical specification

Ultrasonic DC system

Fabrication, inspection, testing, Supply and installation of Ultrasonic Decontamination system Type-1 as per technical specification

Fabrication, inspection, testing, Supply and installation of Ultrasonic Decontamination system Type-2 as per technical specification

SS Lining

Fabrication and erection of SS304L Liner using GTAW in required thicknesses using own material. This also covers shearing, cutting, fixing, welding, tacking, dimensional checking, DP Testing of root and final weld layers and vacuum box testing etc as per technical specification.

Fabrication and erection of SS304L Liner using GTAW in 6 mm thickness using own material. This also covers shearing, cutting, fixing, welding, tacking, dimensional checking, DP Testing of root and final weld layers and vacuum box testing etc as per technical specification.

Fabrication and erection of SS304L Liner using GTAW in 4 mm thickness using own material. This also covers shearing, cutting, fixing, welding, tacking, dimensional checking, DP Testing of root and final weld layers and vacuum box testing etc as per technical specification.

Ion exchange system

Procurement, inspection, testing and instsllation of SS304L 90 degree elbow of size 50 NB Sch. 40. (Excluding welding charges)

Procurement, inspection, testing and instsllation of SS304L Tee of size 50 NB Sch. 40. (Excluding welding charges)

Preparation of detailed fabrication drawings, procurement of complete raw material (including its inspection, testing and handling), fabrication, stage inspection during fabrication, 100% radiography testing of all weld joints, painting and installation of 8 nos. of carbon steel IX column of 800L capacity (including SS perforated plate of size 790 mm dia and 16 mm thick) using GTAW welding and procured filler wire each as per technical specification.

Preparation of detailed fabrication drawings, procurement of complete raw material (including its inspection, testing and handling), fabrication, stage wise inspection, testing, DP testing, epoxy painting of 5 nos. of carbon steel self shielding box for IX system measuring OD 1.14m X 1.14m X 1.94m height and 70 mm Thk.

Design, preparation of fabrication drawing, procurement of complete raw materials, manufacture, testing and installation of Pre-Filter for flow rate of 20 CMH at 10 bar pressure and ambient temperature. System consist of cylindrical SS304/SS316 wire mesh element of 50 micron rating and SS304L Housing with maximum ID 900 mm, 50 NB flanged end, Lid with swing bolt with manual davit arrangement as per technical specification and scope drawing.

Design, preparation of fabrication drawing, procurement of complete raw material, manufacture, testing and installation of Resin trap filter for flow rate of 20 CMH at 10 bar pressure and Ambient temperature as per technical specification. System consist of Polypropylene bag type filter of 50 micron rating with snap fit and SS304L housing, 50 NB flanged end, Lid with swing bolt with manual davit arrangement.

Fabrication, inspection, testing and installation of SS304L/SS316L flexible hoses of size 50 mm NB and 1.5 m long for a pressure rating of min 20 bar as per technical specification.

Procurement, inspection, testing and installation of Stainless Steel Control Valve glove type with positioner and I/P converter, flow rate 20 CMH and size 50 mm NB as per technical specification

Cementation system

Fabrication of setup for cementation system along with electrical motor, coupler, structure, rails, motorized trolley with load cell, operating panel etc as per technical specification and drawings

Process Equipments

Fabrication, Inspection, Testing, installation, erection of process tank T111 as per technical specification

Fabrication, Inspection, Testing, installation, erection of process tank T112 as per technical specification

Fabrication, Inspection, Testing, installation, erection of process tank T113 as per technical specification

Fabrication, Inspection, Testing, installation, erection of process tank T114, T115 as per technical specification

Fabrication, Inspection, Testing, installation, erection of process tank T121 to 128 as per technical specification

Fabrication, Inspection, Testing, installation, erection of process tank T129 as per technical specification

Fabrication, Inspection, Testing, installation, erection of process tank T201 to 203 as per technical specification

Fabrication, Inspection, Testing, installation, erection of process tank T204 to 212 as per technical specification

Fabrication, Inspection, Testing, installation, erection of Clariflocculator T106 as per technical specification

Fabrication, Inspection, Testing and supply of Carbon steel drums as per technical specification

Fabrication, Inspection, Testing, installation, erection of Carbon steel Air Receiver tanks as per technical specification

Fabrication, Inspection, Testing, installation, erection of Stainless Steel centrifuge system as per technical specification

Agitator system 10 rpm with motors, mounting, electrical panels and other accessories.

Agitator system 30 rpm with motors, mounting, electrical panels and other accessories.

Agitator system 60 rpm with motors, mounting, electrical panels and other accessories.

Agitator system 200 rpm with motors, mounting, electrical panels and other accessories.

Process Piping_I

Fabrication and erection of SS304L structural support members in form of plates, beams, channel and angles by deploying GTAW and using SS304L material in thichkness 3 mm to 10 mm with completely owned resources. This also covers shearing, cutting, fixing, welding, tacking, dimensional checking etc of all such supports to the existing carbon steel EPs or other structural members including RCC walls of underground vaults.

Procurement, supply, concrete drilling, fixing, erection and installation of of Stainless Steel Anchor Bolts as per the site requirements in following sizes:

Procurement, Erection, Installation Testing of SS304L pipes above ground and inside buiding in following sizes, at the requisite locations [Site study, preparation-submission and approval of complete detailed engineering and GA drawings, generation of Material Take Off (MTO), physical measurement, submission and approval of QA documents such as QAP and various QA/manufacturing procedures, identification of nozzles of equipment, taking site measurements, incorporating the required changes in GA drawings, preparation and approval of pipe spool drawings, identification of procured pipes, physical measurement, installation of fittings, installaion of valves and flanges with gaskets (arranged by supplier), cutting, edge preparation, fitting, assembly, packing, levelling, clamping, fixing, alignment, complete handling, transportation, detergent washing, pickling and passivation, rinsing, marking, DP testing, inspection, tagging, bending (for pipes 8 NB to 200 NB with different schedules), existing blinds of pipe EPs, and readying the same for GTAW welding as per approved spool drawings and preparation of QA documents including removal and restoration of civil/mechanical obstructions if any as per BARC technical specification, approved procedure and written clearances from EIC]

8 NB Sch 40

15 NB Sch 40

20 NB Sch 40

25 NB Sch 40

40 NB Sch 40

50 NB Sch 40

50 NB Sch 10

80 NB Sch 40

100 NB Sch 40

100 NB Sch 10

150 NB Sch 40

150 NB Sch 10

200 NB Sch 10

Radiography quality Butt welding of stainless steel pipes and pipe fittings by GTAW process using high purity Argon gas (99.995% min) for shielding and back purging, Liquid Penetrant Examination for root and final weld.

Radiographic examination of pipes joints as per approved procedure and technical specification. This includes supply of required quality and sizes of radiography films, identification of joints as per the weld joint list, taking of gamma exposer, development of the exposed films and its internal review. (Note: The weld joints found acceptable after radiography test shall only be considered for the payment purpose; arrangements for scafolding and other supports is in contractor's scope)

Fillet welding of stainless steel pipe lines and fittings as per user requirement, drawings and technical specifications. This welding shall be carried out using Argon gas (99.995%) as shielding with liquid Penetrant Examination for root and final weld.

Installation of process equipment of various sizes inclusing levelling, mobilization, erection, installation etc with completely owned resources

Procurement, inspection, testing and installation of Air operated Stainless Steel valves of Class 150 rating along with pneumatic actuator, manual override, Limit Switch, Solenoid valve, nuts, bolts, gaskets of suitable rating as per technical specification and in following sizes:

20 NB Ball Valve with flanged end

25 NB Ball Valve with flanged end

50 NB Ball Valve with flanged end

25 NB Butterfly Valve wafer type

50 NB Butterfly Valve wafer type

80 NB Butterfly Valve wafer type

100 NB Butterfly Valve wafer type

150NB Butterfly Valve wafer type

Procurement, inspection, testing and installation of Stainless Steel manual valves of Class 150 Rating with SS nuts, SS bolts, gaskets as per technical specification and in following sizes:

8 NB Ball Valve with flanged end

15 NB Ball Valve with flanged end

20 NB Ball Valve with flanged end

25 NB Ball Valve with flanged end

Manual plug Valves 50 mm NB flanged end

Manual plug Valves 25 mm NB flanged end

80 NB Butterfly Valve wafer type

100 NB Butterfly Valve wafer type

150NB Butterfly Valve wafer type

Fabrication and installation of SS304L Threaded seamless Nipple of size 8mm NB Sch 40 as per drawing and flow sheet requirements. (Excluding welding charges)

Fabrication and installation of SS304L Threaded seamless Nipple of size 15mm NB Sch 40 as per drawing and flow sheet requirements. (Excluding welding charges)

Fabrication and installation of SS304L Threaded hexagonal Nipple cap of size 8mm NB as per drawing and flow sheet requirements. (Excluding welding charges)

Fabrication and installation of SS304L Threaded hexagonal Nipple cap of size 15mm NB as per drawing and flow sheet requirements. (Excluding welding charges)

Procurement, inspection, testing and installation of Manual Stainless Steel needle valves with both side female threading of Class 150 rating as per technical specification and in 8 mm NB size

Procurement, inspection, testing and installation of SS304L Non-Return Valves of size 25 mm NB, Class 150. (Excluding welding charges)

Process Piping_II

Procurement, inspection, testing and installation of SS304L forged SORF type flanges of Class 150 rating with SS bolts, SS nuts and SS washers as per technical specification and in following sizes:

Procurement, inspection, testing, installation and erection of Stainless Steel 304L (without welding) pipe fittings as per technical specification and scope drawings and in following sizes:

Reducer 150 x 100 mm NB Sch 10

Reducer 200 x 150 mm NB Sch 10

Reducer 200 x 100 mm NB Sch 10

Short radius seamless Elbow 100 NB Sch 10

Short radius seamless Elbow 150 NB Sch 10

Short radius seamless Elbow 200 NB Sch 10

Equal Tee 150 NB Sch 10

Equal Tee 200 NB Sch 10

End Cap 100 NB Sch 10

End Cap 150 NB Sch 10

End Cap 200 NB Sch 10

Procurement, inspection, testing and installation of Cast steel body strainers along with SS wiremesh of 50 micron in following sizes

Procurement, inspection, testing and installation of pumps in Stainless Steel construction of followign head and capacity and type as per technical specification along with motor, pump starter panel with local and remote connectivity, stand, foundation bolt etc as per technical specification:

Centrifugal Pump Stainless Steel construction, flow rate 20 CMH and head 100 m WC

Inline Vertical Turbine Pump in Stainless Steel construction for backwash application, flow rate 20 CMH and Head 50 m WC

Centrifugal pump SS body 30 CMH and 40 m WC head

Centrifugal pump SS body 20 CMH and 40 m WC head

Centrifugal pump SS body 5 CMH and 40 m WC head

Centrifugal pump SS body open impeller 2 CMH and 40 m WC head

Multi-port Positive displacement pump 2.5 CMH and 50 m WC head

AODD Pumps 135 LPM and 60 m WC head

Single stage rotary pump with capacity 1500 Lpm FAD with 700-800 mm Hg vacuum with cast iron body oil sealed and 3 phase 415 volt 50 Hz power supply

Description of Work / Item(s)

Amount

11kV Panel: Supply of 11KV Switchgear panels as per technical specification and drawings attached

Installation, testing and commissioningof 11kV Panel

Transformers: Supply, of 11/0.433 kV, 1000 kVA, dry type distribution transformers as per specifications attached

Installation, testing and commissioning Transformers:

DG Set: Supply of 415 V, 250 kVA, 50 Hz, acoustic type diesel generator set complete with electronic controller, battery starting system, brushless excitation, silencer assembly, exhaust stack, hot air exhaust duct, integrated diesel storage tank all as per technical specifications and CPCB norms.

Erection testing and commissioning of DG Set

Bus duct: Supply, erection, testing and commissioning of 415V, TPN, 2000 A, 50kA, copper conductor sandwich type compact bus duct system including accessories indicated below. Refer technical specification and layout attached with this tender for details

Supply of Bus duct Straight Run

Installation of Bus duct Straight Run

Supply of Bus duct 90 Degree Bend

Installation Bus duct 90 Degree Bend

Supply of Bus duct Flange end

Installation Bus duct Flange end

Supply of Bus duct Copper Flexible braids

Installation Bus duct Copper Flexible braids

PCC-1 & 2 panel: Supply of 415 Volts, 2000 A, 50 kA(1sec), Power Control Centre PCC-1 & 2 panel with ACBs and MCCBs as per detailed technical specification and drawings of tender.

Installation testing and commissioning of PCC-1 & 2 panel:

PCC-E panel: Supply of 415 Volts, 600 A, 50 kA(1sec), Power Control Centre PCC-E panel with as per detailed technical specification and drawings of tender.

Installation testing and commissioning of PCC-E panel

PDB Panels: Supply, installation testing and commissioning of 415 Volts, 400 A, 50 kA(1sec), Power Distribution Panels as indicated below. Refer technical specification and drawings for details.

Supply of PDB-02 (Laundry Panel)

Installation of PDB-02

Supply of PDB-03 (LLT Panel)

Installation PDB-03

Supply of PDB-04 (AWTSF Panel)

Installation of PDB-04

Supply of PDP-1 (Substation)

Installation of PDP-1

Supply of PDP-2 (Substation)

Installation of PDP-2

Battery: Supply of 110 V, 75 Ah, flooded type lead acid battery bank with sturdy wooden support structure along with float and float cum boost charger and DCDB as per technical specification attached.

Installation testing and commissioning of Battery

UPS: Supply of 220 volts 20 kVA, hot standby uninterrupted power supply system (UPS) with battery packages designed for half an hour backup. The scope shall also include supply and installation of UPS Distribution panel as per specifications.

Installation testing and commissioning of UPS

TPN Distribution Board (DB): Supply of 3 Phase, 415 V, 8 ways per phase, IP 43, TPN Distribution Board (DB) consisting of 63A, 4P MCB as incomer, 63A 2P 30 mA, ELCB-3 Nos for each phase and 6A-20A SP MCB -18 Nos. as outgoing.

Installation , testing and commissioning of TPN Distribution Board. Scope includes Installation of Distribution Board with supply of fabricated top side cable box of height 300 mm, mounting brackets/supports, termination of wires, earthing, ferruling, dressing, preparing and pasting circuit details inside the DB, providing stainless steel DB Name Plate indicating DB Number/feeder No. Cable Size Etc., Testing and Commissioning

VTPN Distribution Board: Supply of Double Door VTPN, MCB, vertical distribution board with Incomer 100A, 35KA, 3 POLE MCCB with out goings (8 NOS.) of 25 A, TP MCBs with 300 mm Top and Bottom powder coated adapter boxes, mounting brackets, neutral links etc. Scope also include providing stainless steel DB Name Plate indicating feeder No. Cable Size etc.,

Installation testing and commissioning of VTPN Distribution Board.

UPS Power Distribution Board: Fabrication and Supply of Double Pole, distribution board with Incomer 100A, 35KA, 2 POLE MCCB with out goings (8 NOS.) of 16 A, DP MCBs, 100A, DP copper bus bars etc. 300 mm Top and Bottom powder coated adapter boxes, mounting brackets, etc. Scope also include providing stainless steel DB Name Plate indicating feeder No. Cable Size etc.,

Installation testing and commissioning of UPS Power Distribution Board

LT 400 Sq.mm cable: Supply of 3 1/2 Core x 400 Sq.mm. stranded aluminium conductor, LT, 1.1 kV grade, XLPE insulated, extruded PVC sheathed, FRLS outer sheathed wire armoured cable as per Technical specifications/DATA SHEET

Laying of LT 3 1/2 Core x 400 Sq.mm aluminium conductor armoured power cable. Cables to be laid in RCC Trenches. Refer technical specifications for details of cable and cable laying

3 1/2 Core x 70 Sq.mm cable: Supply of 3 1/2 Core x 70 Sq.mm. stranded copper conductor, LT, 1.1 kV grade, XLPE insulated, extruded PVC sheathed, FRLS outer sheathed armoured cable.

Laying of 3 1/2 Core x 70 Sq.mm copper conductor armoured power cable. Cables to be laid on wall, trays, ceiling as directed at site.

4 Core x 16 Sq.mm. cable: Supply of 4 Core x 16 Sq.mm. stranded, copper conductor, LT, 1.1 kV grade, XLPE insulated, extruded PVC sheathed, FRLS outer sheathed GI wire armoured power cable.

Laying 4 Core x 16 Sq.mm. copper conductor, armoured cable Cables to be laid on wall, trays, ceiling as directed at site.

4 Core x 6 Sq.mm cable: Supply of 4 Core x 2.5 Sq.mm. stranded, copper conductor, LT, 1.1 kV grade, XLPE insulated, extruded PVC sheathed, FRLS outer sheathed GI wire armoured power cable.

Laying of 4 Core x 6 Sq.mm copper conductor armoured power cable. Cables to be laid on wall, trays, ceiling as directed at site.

Street Light Cabling: Supply of 4 Core x 4 Sq.mm. stranded, copper conductor, LT, 1.1 kV grade, XLPE insulated, extruded PVC sheathed, FRLS outer sheathed GI wire armoured power cable.

Under ground laying of 4 Core x 4 Sq.mm. copper conductor armoured power cable for street lights.

Excavation of all type of soil for laying 2 runs (together) of 4 Core x 4 Sq.mm. street light cable mentioned above. Cable shall be laid at depth of 0.750 Mtrs with protection of single set of bricks refilling of trench etc. as per technical specification

4 Core x 2.5 Sq.mm cable: Supply of 4 Core x 2.5 Sq.mm. stranded, copper conductor, LT, 1.1 kV grade, XLPE insulated, extruded PVC sheathed, FRLS outer sheathed GI wire armoured power cable.

Laying of 4 Core x 2.5 Sq.mm copper conductor armoured cable. Cables to be laid on wall, trays, ceiling as directed at site.

3 Core x 2.5 Sq.mm cable: Supply of 3 Core x 2.5 Sq.mm. stranded copper conductor, LT, 1.1 kV grade, XLPE insulated, extruded PVC sheathed, FRLS outer sheathed armoured cable.

Laying of 3 Core x 2.5 Sq.mm copper conductor armoured cable. Cables to be laid on wall, trays, ceiling as directed at site.

HT Cable Termination: Scope involves supply of heat shrinkable 11KV Raychem type cable termination kit for 3 Core X 185 sq.mm aluminium conductor XLPE insulated armoured cable. The kit shall be complete with accessories Including heavy duty crimping type compatible copper lugs for 11kV panels, transformers etc. as per technical specification and as directed at site.

Installation/execution of termination work for 11kV 3 Core X 185 sq.mm aluminium conductor XLPE armoured cable

LT Cable Termination: Termination of XLPE insulated armoured LT power cables using crimping type copper lugs and single/double compression type brass cable glands of following sizes

3 1/2 Core x 400 Sq.mm. aluminium conductor cable using double compression glands.

Installation/execution of termination work for 3 1/2 Core x 400 Sq.mm. cable

3 1/2 Core x 70 Sq.mm. copper conductor cable using double compression glands.

Installation/execution of termination work for 3 1/2 Core x 70 Sq.mm. cable

4 Core x 16 Sq.mm. copper conductor cable using double compression glands.

Installation/execution of termination work for 4 Core x 16 Sq.mm. cable

4 Core x 6 Sq.mm. copper conductor cable using double compression glands.

Installation/execution of termination work for 4 Core x 6 Sq.mm. cable

4 Core x 4 Sq.mm. copper conductor cable using double compression glands.

Installation/execution of termination work for 4 Core x 4 Sq.mm. cable

4 Core x 2.5 Sq.mm. copper conductor cable using single compression glands.

Installation/execution of termination work for 4 Core x 2.5 Sq.mm. cable

3 Core x 2.5 Sq.mm. copper conductor cable using single compression glands.

Installation/execution of termination work for 3 Core x 2.5 Sq.mm. cable

3C/4C X 2.5 Sq. mm copper flame proof termination using Flame Proof Glands.

Installation/execution of termination work for 3C/4C X 2.5 Sq. mm copper flame proof termination

LED Industrial batten type light Fittings: Supply of LED industrial surface mounting batten light fitting having 4000 lumens with efficiancy 120 lumens/watt and 50,000 burning hours at L70B50. Colour temperature shall be 6500K with CRI>80. The fitting shall be clip/snap fit mounted. The mounting clip shall be included in scope.

Installation, testing and commissioning of LED Industrial batten type light Fittings.

LED Panel type light fitting: Supply of 24 W, 600 x 600mm. Size recess mounting light fitting with efficiancy 120 lumens/watt and 50,000 burning hours at L70B50.

Installation, testing and commissioning of LED Panel type light fitting

LED circular light fitting: Supply of 200mm circular 15 W . recess mounting light fitting with efficiancy 120 lumens/watt and 50,000 burning hours at L70B50.

Installation, testing and commissioning of LED circular light fitting

LED High bay light fitting: Supply of circular high bay type light fittings having minimum 14300 lumen output with efficiancy 120 lumens/watt and 50,000 burning hours at L70B50. Approximate wattage shall be 118 W with colour temperature 6500K. Body of the fitting shall be of die cast aluminium with tempered glass cover with IP 65

Installation, testing and commissioning of LED High bay light fitting

LED bulk head light fitting: Supply of 5 W, LED Bulk head type lights with metallic aluminum die cast body, glass cover and metallic protection grills.

Installation, testing and commissioning of LED bulk head light fitting

Flame proof well glass light fitting: Supply, minimum 40 W, LED flame proof well glass light fitting for Zone – 1 and 2, Gas Group: IIA and IIB as per IS:2148/2204 (IEC 60079-1) complete with Aluminium LM6 body, with mounting brackets. Cable loop in / loop out facility shall be available in the fitting with flame proof type blanking bolt.

Installation, testing and commissioning of Flame proof well glass light fitting

Peripheral lights: Supply of 220V, 34 Watts (minimum) outdoor duty IP66, efficacy of 120 lm/W, LED peripheral light fitting with J type Hot dip GI mounting pipe with hot dip GI out door junction box.

Installation, testing and commissioning of Peripheral lights

Pole top lantern Lights: Supply, erection testing and commissioning of octagonal pole top 34 W, LED Lantern lights as per specification.

5A Socket Box for Light Fittings: batten and high bay light fittings shall be fed from a socket box mounted adjacent to the fitting. Scope involves fabrication and installation of 70mm X 100mm X 40 mm. Socket Box. The box shall be fabricated out of minimum 1 mm. thick MS CRCA sheet, powder coated after vigorous 7 Tank process. The dimensions of box given here is tentative and likely to vary as per dimensions of components being mounted. The scope includes supply and fixing of 5 A, 250 V, 3 pin socket (screw fit type)with 3 pin plug top. Necessary cut-out for mounting the socket shall be provided on the front fascia of the box. Fixing and mounting hardware such as screws etc. shall be included in the supply. Scope shall also include supply and termination of 400mm. long, 3 Core X 1.5 sq. mm. PVC insulated FRLS flexible loop cable from plug top to light fitting.

Supply

Installation

Junction box for light fitting: Fabrication supply and installation of 100 mm. X100 mm. X 40 mm. (approximate )powder coated metallic junction box. The box shall be fabricated out of minimum 1mm. thick MS CRCA sheet. Scope includes providing heavy duty 6 way PVC terminals within the box for termination of 3CX2.5 sq. mm. copper cables. The junction box shall be installed near each recess mounted fitting and bulkhead light fittings. Scope shall also include provision of a nylon cable gland with 400 mm. long 3 C X 2.5 Sq.mm.flexible cable from the junction box to light fitting.

Supply

Installation

Surface mounting type Socket Box: Fabrication and installation of surface mounting type MS CRCA, powder coated Socket Box. The box shall be fabricated out of minimum 16 SWG Thick MS CRCA sheet, powder coated after vigorous 7 Tank process. The dimensions of box shall be planned based on the dimensions of components being mounted and entry of armoured cables . The scope includes providing 2 Nos. of modular 6 A / 16 A Universal, 250 V, 3 pin socket with 2 Nos. of 16 A SP Switch with suitable modular plate and accessories. Necessary cut-out for mounting the components/modular plate shall be provided on the front fascia of the box.

Supply

Installation

Surface Mounting type Switch Box: Fabrication and installation of 100mm. X 100mm. X 75 mm. Switch Box. The box shall be fabricated out of minimum 16 SWG MS CRCA sheet, powder coated after vigorous 7 Tank process. The dimensions of box given here is tentative and likely to vary as per dimensions of components being mounted. The scope includes providing modular 16 A, 250 V, SP Switch with modular plate and accessories. Necessary cut-out for mounting the components/modular plate shall be provided on the front fascia of the box.

Supply

Installation

Concealed mounting type Socket Box: Scope includes fabrication and installation of concealed mounting type GI Socket Boxes. The box shall be fabricated out of minimum 16 SWG thick sheet galvanised after vigorous 7 Tank process. The dimensions of box shall be planned based on the dimensions of components being mounted and entry of armoured cables . The scope includes providing 2 Nos. of modular 6 A / 16 A Universal, 250 V, 3 pin socket with 2 Nos. of 16 A SP Switch with suitable modular plate and accessories. Necessary mounting arrangement for mounting the components/modular plate shall be provided in the box.

Supply

Installation

Concealed mounting type Switch Box: Fabrication and installation of 100mm. X 100mm. X 75 mm. Switch Box. The box shall be fabricated out of minimum 16 SWG MS CRCA sheet galvanised after vigorous 7 Tank process. The dimensions of box given here is tentative and likely to vary as per dimensions of components being mounted. The scope includes providing modular 16 A, 250 V, SP Switch with modular plate and accessories. Necessary arrangement for mounting the components/modular plate shall be provided on the front fascia of the box.

Supply

Installation

Street Light /peripheral light Timer Unit: Fabrication, supply and installation of Street Light Timer unit consists of clock timer and LDR system for automatically energising the out door lighting circuit. The box shall also contain one 16 Ampere 3 pole contactor with 240 V coil, 3 pole 16 amps incomer MCB, timer bypass switch, 6 Nos. of 16 Amps single pole out going MCBs, connectors, power and control wiring all enclosed in a suitably sized MS heavy duty, powder coated box with hinged door, gland plate, gasket all as directed at site.

MPCB Box: Fabrication, supply and installation of 415 Volts, 16 A, TP, motor protection circuit breaker (MPCB) box with neutral link with enclosure box. The box shall be of MS powder coated and adequately sized for fixing 3 Ph., 415V, 16 Amps MPCB and neutral link with provision and space for entry and termination of 3 Nos. of 4 Core X 2.5 sq. mm. armoured cables. The MPCB toggle switch shall project outside the box through cutout.

UPS power outlet box (protected type): The outlet shall consists of a 6A 3 pin modular socket in a PVC box enclosed in another suitably sized MS powder coated box. The socket and the plug top shall not be visible/accessible without removing the top cover of metallic box. Scope shall also include a 6 A single pole MCB mounted inside the metallic box with its handle protruding out. Suitable slit shall be made in the bottom of metal box for removing the plug top without disconnecting cable from plug top. The box shall be of surface mounting type with distinct colour powder coated for identification. Scope includes fabrication, supply , installation wiring termination and commissioning.

Supply

Installation

Metallic Power Point for A/Cs: Supply installation, cable termination, testing and commissioning of concealed type metallic powder coated, single phase, socket box with 20A metallic socket and 20 A single pole, C curve MCB.

Cable Trays: Supply and installation of hot dip galvanised Ladder/Perforated cable tray as given below

Supply of 800mm wide X 100mm collar with thickness 2.5mm ladder type cable tray

Installation of 800mm wide X 100mm collar with thickness 2.5mm ladder type cable tray

Supply of 400mm wide X 75mm collar with thickness 2.5mm ladder type cable tray

Installation of 400mm wide X 75mm collar with thickness 2.5mm ladder type cable tray

Supply of 100mm wide X 32mm collar, with thickness 2 mm thk. perforated type cable tray

Installation of 100mm wide X 32mm collar, with thickness 2 mm thk. perforated type cable tray

Supply of 400mm wide X 50 mm collar with thickness 2.5mm perforated type cable tray

Installation of 400mm wide X 50 mm collar with thickness 2.5mm perforated type cable tray

Supply of 300mm wide X 50 mm collar with thickness 2.5mm perforated type cable tray

Installation of 300mm wide X 50 mm collar with thickness 2.5mm perforated type cable tray

Supply of 800mm.X 100 mm X 2.5 thk. ladder type 90 deg. cable tray bend

Installation of of 800mm.X 100 mm X 2.5 thk. ladder type 90 deg. cable tray bend

Supply of 800mm.X 100 mm X 2.5 thk. ladder type cable tray Tee section

Installation of 800mm.X 100 mm X 2.5 thk. ladder type cable tray Tee section

Supply of 400mm.X 75 mm X 2.5 thk. ladder type 90 deg. cable tray bend

Installation of 400mm.X 75 mm X 2.5 thk. ladder type 90 deg. cable tray bend

Supply of 400mm.X 50 mm X 2.5 thk. perforated type 90 deg. cable tray bend

Installation of 400mm.X 50 mm X 2.5 thk. perforated type 90 deg. cable tray bend

Supply of 400mm.X 50 mm X 2.5 thk. perforated type cable tray Tee section

Installation of 400mm.X 50 mm X 2.5 thk. perforated type cable tray Tee section

Supply of 300mm.X 50 mm X 2.5 thk. perforated type 90 deg. cable tray bend

Installation of 300mm.X 50 mm X 2.5 thk. perforated type 90 deg. cable tray bend

MS conduit embodiment work: The scope includes supply and installation of 25 mm.X1.8 mm. thick MS rigid ERW conduit pipe as per IS 9537 for electrical wiring. The conduit shall be embedded in the brick wall for dropping of cables from false sealing to recess mounted switches and sockets (for false sealing areas) as per specification or as directed at site. Making necessary chassis in the wall, installation of conduit, providing necessary wire mesh reinforcement, plastering, finishing, painting etc. shall be included in the scope.

Supply

Installation

Earthing strips: Supply and installation 32 x 6 mm. tinned copper strip. The strip shall be laid in cable trays, clamped on wall as required at site. Scope includes termination of earthing strips to equipments/earthing pits/forming earthing ring as directed at site.

Supply

Installation

Lightning protection conductors: Supply and installation of 25 X 6 mm. tinned copper strip for lighting protection and earthing of equipments. Strips to be clamped on parapet walls/structural members, outdoor vertical building walls as directed at site using stainless steel clamps and screws.

Supply

Installation

Under ground Lightning protection conductors: Supply and under ground laying of 25 X 6 mm. copper strip for lighting protection. Strips to be buried directly in the soil at depth of 600 mm. around the periphery of building as directed at site.

Supply

Installation

Earthing wire: Supply and installation and termination of 8 SWG tinned copper earthing wire for earthing of equipments, DBs etc.

Supply

Installation

Earthing Station: Supply and Installation of 600 mm. x 600 mm. x 6 mm. Tinned copper plate type Earthing Stations as per IS 3043 complete with charcoal, salt, 600 X 600 mm. strong PCC chamber, hot dip GI hinged chequered cover, 200 X 50 mm granite engraved earth pit number plate etc. Minimum 2.6 Meter depth from floor level to the top of earthing electrode plate shall be maintained. Scope shall also include supply of 2 Nos of 32 X6 mm. tinned copper strips which shall run from the chamber to the plate. All joints shall be done with brazing and joints shall be tinned at site. The chamber shall project 300mm. from the ground level. Nut bolts wherever used shall be of brass.

Supply

Installation

Flame proof exhaust fans: Supply and installation of 3 phase, 415 V, 450 mm. sweep 4000 CFM, industrial, heavy duty, flame proof wall mounted exhaust fans for Zone – 1 and 2, Gas Group: IIA and IIB as per IS:2148/2204 (IEC 60079-1) complete with Aluminium LM6 body, metallic louvers, mounting plate, bracket and MPCB box as per specification at 16 above.

Single phase wall mounted Exhaust fan: The fan shall be of single phase, 230 V, 35 W, 1370 RPM , 300 mm, 800 CMPH wall mounted for toilets . The exhaust fan shall be of fully metallic construction with grills and metallic capacitor. Scope shall include supply and installation of fan with brackets, fasters, 3 Core X 2.5 Sq. mm. FRLS lead cable, plug top, testing and commissioning.

Insulating mat: Supply and laying of 11kV grade 1000 mm. wide insulating mat for 11kV Panels. The mat shall be of 'type tested' design for use in 11kV system and all type and routine test certificate shall be submitted.

Local push button station: Supply installation testing and commissioning of heavy duty cast aluminium weather proof push IP 67 button station with canopy having ON and OFF push buttons. The off push button shall be of mushroom stay put type. The push button station shall be installed on suitable MS channel support near the motor as directed at site.

Supply

Installation

MS Structural Work: Fabrication, supply and installation of MS structural items for installation of Distribution Boxes, cable trays, overhead support brackets, etc. Scope includes cutting welding, painting, anchoring/embedding in ceiling/wall/out door walls as directed at site.

Description of Work / Item(s)

Amount

Supply, Installation , testing and Commissioning of PLC system with following features: - Single PLC-CPU RIO processor (as per requirement) Power supply module,Communication Modules (as required) Backplanes (as per requirement) Relay card / Slim Relay Module PLC cable & connectors (as per requirement) PLC-RIO Networking, Powering accessories as per tender specification PLC Programming terminal with licensed OS, MS office Software, with development licenses including other requisite firmware’s as per specification

Analog Inputs - Total 232 nos.

Analog Outputs - Total 48 nos.

Digital Inputs - Total 504 nos.

Digital Outputs - Total 704 nos.

SCADA Software Package 15000 Tags i) 01 (ONE) Run time + Development + Server License ii) 03 (Three) Control & View License iii) 01 (One) View License

Control Panel - for PLC – CPUs with SS Angle stand

Control Panel - for RIOs with SS Angle stand.

SCADA Server Terminal

SCADA Work Stations

Supply, installation& commissioning of 4K UHD (3840x2160) Monitor size 55”, IPS Panel, HDMI, Display Port, HDR10 (1 Billion Colors), Energy Star as per specification

Control Desk for Operators (3 Work stations with dual monitor) + 1 viewing station + 1 Server stations with Single monitor

Computer Chairs

Laser Black & White Printer

8 Port Managed GIGABIT Ethernet Switch with 2 Fiber Optic port and connectors for 'control and supervisory network

16 Port Managed GIGABIT Ethernet Switch

4U Wall Mountable Enclosures

Development of PLC logic & SCADA GUI, integration of full package as per software requirement specification incl. FAT as per tech spec

Pre-dispatch Inspection testing at supplier premises: Delivery, Installation, testing & commissioning at ETP, BARC, Mumbai (including FAT &SAT)

FRLS armored cable 3x2.5 Sq.mm. copper conductor XLPE insulated

Armored Multi-pair Signal Cable, 24 Pair, 0.75 Sq.mm Electrolytic grade pure Cu conductor, Al Mylar with Drain wire

Armored Multi-Core Signal Cable, 12 Pair, 0.75 Sq.mm Electrolytic grade pure Cu conductor, Al Mylar with Drain wire

Armored Single-pair Signal Cable, 0.75 Sq.mm Electrolytic grade pure Cu conductor, Al Mylar with Drain wire as per spec

Armored Multi-Core Control Cable, 08 Core, 0.75 Sq.mm Electrolytic grade pure Cu conductors.

Supply, Installation and field testing of Cat-6 Cables for redundant Ethernet LAN

Supply, Installation and field testing of Fiber Optic Cable as per specifications

Junction Boxes - 400 mm (W) x 250 mm (H) x 150 mm (D)

Field Wiring, terminations (approx. 6000 nos. of field & Panel termination, earthing) including, Field JBs, TBs, ferrule, Cu -lug, suitable Nickel Plated Brass Single Compression cable gland (for 24 Pair cable – 80 nos. & 12 Pair cable – 40 nos.) RJ-45 connectors, patch panels, FO connector, FO cables as per the system requirement

Installation, commissioning & testing at Purchaser site

Training and Documentation for complete C&I system

Fabrication and supply of Local Control panel ( Ion Exchange operation ) fully wired with instruments listed below. Functional requirements, technical specifications per the annexure.

36-Ch Video graphic recorder

Alarm Annunciator (24 channel)

Signal Isolators

Trip alarm Units

Push button (Rotary , ON/OFF type)

Regulated DC Power Supplies /SMPS- 24 V DC , 10 A

Fabrication and supply of Local Control panel (LLW Transfer operation ) fully wired with instruments listed below. As per functional requirements, technical specifications.

36-Ch Video graphic recorder

Alarm Annunciator (24 channel)

Signal Isolators

Trip alarm Units

Push button (Rotary , ON/OFF type)

Regulated DC Power Supplies /SMPS- 24 V DC , 10 A

Fabrication and supply of Local Control panel (Cementization operation ) fully wired with instruments listed below. As per functional requirements, technical specifications.

36-Ch Video graphic recorder

Alarm Annunciator (24 channel)

Signal Isolators

Trip alarm Units

Push button ( Rotary , ON/OFF type)

Regulated DC Power Supplies /SMPS- 24 V DC , 10 A

Fabrication and supply of Instrument panel (for Running, Standby Exhaust blowers) fully wired with instruments listed below.As per functional requirements, technical specifications.

Digital Panel Meters

Alarm Annunciator (12 channel)

Signal Isolators

Push button ( Momentary type)

Rotary Switches (3pole with 3NO/NC )

Electronic On Delay Timer

LED Indicating Lamps, 230VAC

Regulated DC Power Supplies /SMPS- 24 V DC , 10 A

Fabrication and Supply of Instrument panel (for Running, Standby Supply blowers) fully wired with instruments listed below. As per functional requirements, technical specifications.

Digital Panel Meters

Alarm Annunciator (12 channel)

Signal Isolators

Push buttons ( Momentary type)

Rotary Switches (3pole with 3NO/NC )

Electronic On Delay Timer

LED Indicating Lamps, 230VAC

Regulated DC Power Supplies /SMPS- 24 V DC , 10 A

Fabrication and Supply of Instrument panel for AWTSF -Supply fan , fully wired with instruments listed below. As per functional requirements, technical specifications.

Digital Panel Meters

Alarm Annunciator (12 channel)

Signal Isolators

Push button ( Momentary type)

Rotary Switches (3pole with 3NO/NC )

Electronic On Delay Timer

LED Indicating Lamps, 230VAC

Regulated DC Power Supplies /SMPS- 24 V DC , 10 A

Fabrication and Supply of Instrument panel for AWTSF - Exhaust fan , fully wired with instruments listed below. As per functional requirements, technical specifications.

Digital Panel Meters

Alarm Annunciator (12 channel)

Signal Isolators

Push button ( Momentary type)

Rotary Switches (3pole with 3NO/NC )

Electronic On Delay Timer

LED Indicating Lamps, 230VAC

Regulated DC Power Supplies /SMPS- 24 V DC , 10 A

Installation,hooking up, testing & commissioningof Instrument Panel with Field Instruments. As per functional requirements, technical specifications.

Pressure Gauge ( analog Type) as per tech spec

Ultrasonic Transmitters as per spec

3 way Solenoid Valves as per tech spec

Diaphragm seal Pressure Transmitter as per spec

Metal Tube Rotameter as per tech spec

Purge Rotameter as per tech spec

Pressure Regulating Valve as per tech spec

DP Pr. Transmitter as incl. both Gauge / Draft range per tech spec

6mm OD x 1mm Thickness Seamless SS tube 304L as per spec

¼” NPT (M) x 6 mm OD, SS Tube as per spec

¼” NPT (F) x 6 mm OD, SS tube as per spec

Tee Union, 6mm x6mmx6mm OD SS tube as per spec

Union, Bulk head -6 mmx 6 mm OD SS tube as per spec

Union, 6mm x6 mm OD SS tube as per spec

End cap SS suitable for 6 mm OD SS tube as per spec

Ferrules suitable for above connectors as per spec

¼” NPT (M) SS needle valve as per spec

100 mm Nipple both end ¼” NPT (M) threaded as per spec

12-Ch Video Graphic Recorder as per tender spec

36-Ch Video Graphic Recorder as per tender spec

Photohelic gauges as per tech spec

Magnahelic gauges as per tech spec

Magnetic Flow meter as per tech spec

Anubar-Av Pitot tube with DP Tx as per tech spec

Control valve as per Specification with I to P converters

Load cell ( SG type) with indicator as tender spec

On line Conductivity meter

Online pH Meter

T-type Thermocouple with head mount univershal type HART compatible Temp. Transmitters

Hand Held Communicator

Resistance Temp Detector ( Pt-100)

Interface measurement with remote Indicator

Capacitive type Level Sensor

Description of Work / Item(s)

Amount

Testing,Pre-dispatch Inspection, Packing,Supply, Safe delivery, Installation, Commissioning, training and Warranty of Area Gamma Monitor (Low Range 0.1 to 10 mR/hr )

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Area Gamma Monitor (Mid Range 0.01 to 100 mR/hr)

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Area Gamma Monitor (High Range 0.01 to 10 R/hr)

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Dual Channel Continuous Air Monitor

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Hand Cloth Monitor -Alpha

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Hand Foot and Cloth monitor (Beta, Gamma)

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery,Installation,Commissioning,training and Warranty of Beta Portal Monitor

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery,Installation,Commissioning,training and Warranty of Alpha counting System

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Beta counting System

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of NaI Spectrometer

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Survey meter cum contamination monitor

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Alscin monitor

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Portable personnel contamination monitor

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Direct Reading Dosimeter

Testing,Pre-dispatch Inspection,Packing,Supply,Safe delivery, Installation,Commissioning,training and Warranty of Micro R Survey Meter

Description of Work / Item(s)

Amount

Communication Network

Supply and installation of Cat 6 UTP cables

Supply and Installation of Cat 6 Armoured FRLS Cable

Supply and installation of Cat -6 Dual Information Outlets with Surface mount face plate and back box for Back mounting or concealing

Supply and installation of RJ11 Dual Information Outlets with surface mounted plate and back box for concealing and wall mouting

Supply and installation of Cat -6 Jack / patch panel (24 ports) – Fully loaded

Supply of Cat -6 (factory made) Mounting / patch cords ( 3 feet)

Supply of Cat -6 (factory made) Mounting / patch cords ( 7 feet)

Supply of Cat -6 (factory made) Mounting / patch cords ( 15 feet)

Supply and installation of 19 " Wall mounted RACK 15 U (double section) with acrylic glass door, with following accessories. (Two Fan position tray with two fans (AC 230V), 6 Horizontal cable manager, A.C power panel (with four sockets, fuse and switch), Wall mounting hardware and cage nuts adequate for 15 U Mounting.

Supply, installation of PVC DLP trunking system of size 80 x 50 mm including cover, bends, end caps, joints and other accessories etc. with suitable screws

Supply & installation of heavy duty 40 mm PVC conduits ( Ivory colour) 1.5mm wall thickness), along with supply of accessories such as bands, elbow, junction etc. installed with suitable GI saddles/spacers on wall, beam, false ceiling etc.

Supply and installation of Heavy duty PVC casing- caping of size 32 * 20 mm with double lock arrangement and to be fixed on wall/beam/false ceiling with suitable size of wooden screw

Supply and installation of PVC box 150 x 150 x min.50 mm depth for connecting conduits and casing-caping with cover as directed

Supply, fabrication, painting and installation of 50 x 50 x 5 mm MS angle supported 14 SWG top openable platform of 2400 x 1800 x 300 mm height including painting etc., with suitable openinbg for cable entry as directed

4x4” Aluminum Diacast Weather proof IP66 rated junction box complete with ethernet information outlets for CCTV connections

Supply and Installation of 24 core single mode armoured optical fibre cable on wall/beam/ ceiling/above false ceiling etc.on suitable size of 6mm thick GI spacers and 20 SWG GI saddles/MS clamps including supply of these materials and supply & installation of 2mm thick suitable size bakelite engraved tags

Supply, installation, testing and commissioning of 24 ports rack mount Loaded LIU(with pigtail) having front access with pivoting hinged tray including supply and installation 24 port SC couplers panel with SC couplers (SMF) for rack mount LIU etc. as directed, including fusion splicing of pigtails (Loss less than 0.3 dB @ 1310 nm) with fiber cores of cables.

Supply of LC-SC duplex Single mode fiber patch cords ( 3 M)

50 pair Jelly Filled Armoured Cable

50 mm UV resistant HDPE Pipe confirming to IS 4984 for underground cable laying inclusive of coupling and accessories

50 pair MS Powder coated Telephone junction box with SS base and connecting type Krone Connectors with sufficient cable knockouts

Certification, Testing and Commissioning of the system

PAVA System

PAVA Controller

Power Amplifier(500 Watts RMS)

Remote Call Stations

Horn Speakers

Ceiling Speakers

Wall Mounting Type Speakers

4” weather proof three way Junction Box

Branch Junction Boxes

1 Pair armoured cable

1.5 Sq. mm 1 pair unarmoured cable

19” Floor mounted Industrial Rack to Accommodate PA System Controller, amplifiers, interconnections, wiring and terminations

Emergency Alarm Panels

Testing and Commissioning of the system

Fire Alarm System

Fire Alarm Control Panel

Active Repeater Panel

Multi-sensor fire detector with isolator & base complete with back mounting box and cable glands

Rate of Rise Heat Detector

Carbon Monoxide detector

Beam Detector with monitoring / IO Module and surface mounting kit

Manual Call Point

Sounder

LHS/LHD Cable

Strobe

Modulator, monitor modules, end terminations for LHS cable

Fire Alarm Cable

Accessories like glands, junction boxes, required cable trays, Minor accessories not specifically mentioned, Commissioning activities

Testing and Commissioning of the system

EPABX System

Digital EPABX with features described in technical specifications

CLIP equipped Analogue telephones

Digital Telephones

SMDR (with maintenance/programming PC and Software)

250x300 terminations Main Distribution Frame

Miscellaneous items like cables, its laying from exchange to MDF, installation, programming, testing, commissioning

DFMD System

Multi Zone Door Frame Metal Detector

CCTV System

Network Video Recorder with Storage as mentioned in technical specifications

IP PTZ Camera (25X or higher optical zoom) as per technical specifications

Motorised Verifocal Bullet Camera stations with licensed software and monitoring software as per technical specifications

24 port PoE Switches as per technical specifications

Monitoring Stations

Spot Monitors

Testing and Commissioning of the system

Access Control System

Dual Lane Turnstile Gate

Supply, installation and configuration of Server/work station as per specification

Supply installation and commissioning of Web based Access Control Software

RFID Readers with keypad and biometric capability with required mounting bracket

All in one swipe monitoring display stations with licensed software and monitoring software

Power Supply with Battery backup for RFID readers

RFID Card personaliser with interface cable

IP Camera for snapshot recording

Magnetic Lock

Testing and Commissioning of the system

BRIDGE AND ROOF CO. (INDIA) LTD. (BID ID -3243102)

Som Projects Pvt. Ltd. (BID ID -3243695)

GVS Projects Pvt Ltd (BID ID -3243386)

tribeni constuctions ltd (BID ID -3262797)

BRIDGE AND ROOF CO. (INDIA) LTD. (BID ID -3243102)

Som Projects Pvt. Ltd. (BID ID -3243695)

GVS Projects Pvt Ltd (BID ID -3243386)

tribeni constuctions ltd (BID ID -3262797)

BRIDGE AND ROOF CO. (INDIA) LTD. (BID ID -3243102)

Som Projects Pvt. Ltd. (BID ID -3243695)

Shree Riddhi Siddhi Buildwell Limited (BID ID -3262147)

GVS Projects Pvt Ltd (BID ID -3243386)

Som Projects Pvt. Ltd. (BID ID -3243695)

tribeni constuctions ltd (BID ID -3262797)

BRIDGE AND ROOF CO. (INDIA) LTD. (BID ID -3243102)

GVS Projects Pvt Ltd (BID ID -3243386)

BRIDGE AND ROOF CO. (INDIA) LTD. (BID ID -3243102)

Shree Riddhi Siddhi Buildwell Limited (BID ID -3262147)

GVS Projects Pvt Ltd (BID ID -3243386)

tribeni constuctions ltd (BID ID -3262797)

Shree Riddhi Siddhi Buildwell Limited (BID ID -3262147)

GVS Projects Pvt Ltd (BID ID -3243386)

Som Projects Pvt. Ltd. (BID ID -3243695)

tribeni constuctions ltd (BID ID -3262797)

GVS Projects Pvt Ltd (BID ID -3243386)

Shree Riddhi Siddhi Buildwell Limited (BID ID -3262147)

tribeni constuctions ltd (BID ID -3262797)

Som Projects Pvt. Ltd. (BID ID -3243695)