BOQ -GVK Bio Campus Additional Work-Package-IA

Project : M/S GVK BIO SCIENCE AT JDA MALLAPUR. Architect : DWP Interics Pvt Ltd

BOQ - Summary Contractors Seal and Signature

PROJECT : M/S GVK BIO SCIENCE AT IDA MALLAPUR.

SUMMARY OF PROPOSED BOQ PART - IA

16.08.2013

SL. ITEM DESCRIPTION AMOUNT

1.00 SECURITY BLOCK

2.00 COMPOUND WALL

3.00 HYDROGENATION LAB

4.00 CHEMICAL STORAGE

5.00 EMERGENCY STAIR CASE FINISHING

6.00 WATER PROOFING, AHU OPINING & PHE

7.00 EQUIPMENT FOUNDATION

TOTAL AMOUNT 0.00

Sl. No. DESCRIPTION UNIT QTY RATE AMOUNT1.00 CIVIL WORKS

1.01 Cum 50.00 1.00 50.00

1.02 Cum 25.00 -

1.03 Cum 75.00 -

Cum 170.00 -

2.00 200MM THICK SOLID BRICK WALL Cum 37.00 -

3.00 PLASTERING Smt 256.00 -

4.00 Cum 18 -

5.00 Cum 53 -

6.00 Reinforcement steel Mt 6.5 -

7.00 Smt 360 -

8.00 Water Proofing with brick bats coba of 100mm thick Smt 105 -

9.00 C R S Masonry in CM 1:6 and 20mm plastering in CM 1:4 Cum 25 -

10.00 FLOORING

BILL OF QUANTITIES FOR TENDER PURPOSEFOR THE PROPOSED SECURITY BLOCK

M/S GVK BIO SCIENCE AT IDA MALLAPUR.

Earth work excavation in ordinary soils including carting away & Disposal of material with in 100m radius

Earth work excavation in hard rock including blasting & Disposal of material with in 2 km radius

Filling with available excavated earth with necessary compaction to achieve 95% MDD

Filling with brought out excavated earth with necessary compaction to achieve 95% MDD

Providing and constructing 200mm thick Non load bearing wall with precast concrete solid blocks of size 40x20x20cms with compressive strength Not less than 38 Kg/sqm with cement mortar 1:6 masonry of joint thickness Not to be more than 20mm (quoin, jamb, closer blocks ) confirming to I.S. 2185/1965 in superstructure including cost of materials, labour charges, scaffolding, ladders, platforms, staging, curing, plant required for the execution of the work etc.. Complete as per specifications & relevant drawings / as directed by the Architect / Engineer In charge. Bearing blocks of concrete or bricks in motor courses will have to be introduced where ever required.

Providing 12mm thick average cement plastering for RCC, Masonry work, under sides of slab etc., Complete to true line and plane in all levels and locations using CM 1:6 as per specifications including necessary scaffolding, curing etc., as per instruction of the Architects.

PCC 1:4:8 for all RCC and boundary wall works and below flooring, drains, trenches, pits, UGT etc wherever required

R C C M25 grade concrete with necessary plasticizer and water proof compound for tanks

Shuttering for all RCC works with ply sheets and necessary MS Scaffolding with verticals of cup locks / H frames and tie rods wherever required and stays as required etc complete.

Note:

10.01 VITRIFIED TILE FLOORING Smt 34.00 -

11.00 ANTI SKID CERAMIC TILE FLOORING Smt 4.50 -

12.00 GRANITE FLOORING Smt 13.00 -

The interior contractor has to check the existing floor for perfect leveling before laying the Granite / vitrified tiles. If any undulations are found in the floor shall be bring to the Notice of the project manager in writing and get the approval for making up of level. If the contractor used any material to make up the floor to level without Notice, No payment will be made towards the same. Small local undulations (Up to +/- 10mm) shall be leveled by the contractor which shall be included in the quoted rate and No extra payment will be made for the same. If any corrections were made as per approval from project manager, the contractor has to maintain the joint measurement record (JMR) and to be produced at the time of claim from the main general contractor.

Basic rate of any material shall mean the cost of material including all applicable taxes, transportation charges to work site, loading, unloading and stacking of material at required location and different levels.

Providing and laying Vitrified tile flooring of size 600mm x 600mm of approved make and color set in cement slurry over 1:4 cement mortar bed of 25-35mm average thickness. Joints in the flooring to be filled with BAL - RG1 Hygienic Impervious tile grout of approved shade or equivalent make as per manufacturer's specifications. Rate to include cost for tile, laying tiles to approved pattern, cement mortar, cement slurry, lifting tiles from ground level up to different levels, including curing, acid wash, epoxy grout etc., and protecting with polythene sheet and pop overlay till hand over, (Ref dwg No). Consider basic rate of tile Rs. 650/-Smt. Including all taxes landed at site.

Providing and laying Anti-Skid ceramic tile flooring of size 300mm x 300mm of approved make and color set in cement slurry over 1:4 cement mortar bed of 25-35mm average thickness. Joints in the flooring to be filled with BAL - RG1 Hygienic Impervious tile grout of approved shade or equivalent make as per manufacturer's specifications. Rate to include cost for tile, laying tiles to approved pattern, cement mortar, cement slurry, lifting tiles from ground level up to different levels, including curing, acid wash, epoxy grout etc., and protecting with polythene sheet and pop overlay till hand over, (Ref dwg No). Consider basic rate of tile Rs. 400/-Smt. Including all taxes landed at site.

13.00 3M MATT - TOILET ENTRANCE Smt 1.00 -

14.00 DADO & SKIRTING14.01 CERAMIC TILE DADO - TOILETS Smt 17.00 -

14.02 VITRIFIED TILE SKIRTING RMT 17.00 -

15.00 PARTITIONS WALLS

Providing, cutting and laying of 19mm thick pre-polished approved granite slab flooring set in cement slurry over 1:4 cement mortar bed of 20 - 25mm average thickness at all levels as per pattern indicated in drawing. Joints in the flooring to be filled with (BAL - RG1 Hygienic Impervious tile grout of approved shade or equivalent make as per manufacturers specifications. Quoted rate to Include the cost of granite, anti fungal protective coating for underside surface (Miyaki or approved equivalent, cement mortar, cement slurry, lifting granite from ground level up to different levels, surface cleaning, curing, Dilute acid wash, Protecting the flooring with polythene sheet and POP overlay till hand-over. Consider basic rate of granite at Rs. 2500/-Smt Including all taxes landed at site. Note: All exposed edges to be as per detail drawing and polished to gloss with edge finishes as per the dwg and the same to be included in the quoted rate.

Providing and laying of Enhanced absorption matting of heavy duty type of approved make. Consider basic rate of matt at Rs. 350/ Sft. Vendor to include the cost of making floor sunk to the matt thickness wherever matt is shown and SS strip of size 1" x 1" to be fixed all-round the matt and same to be included in the quoted rate.

Providing and fixing of ceramic tile dado using approved size of 200mm x 200mm approved make and color from floor level up to 2400mm height set in CM 1:4 10mm thick cement backing. Tile to be layed in pattern as indicated in the detail drawing. Aluminium "C" channel to be flushed inline with dado at 2400mm Level to get groove same needs to be included in the cost. Quoted rate to include the cost of making cut-outs for electrical outlet and cost of filling the joints in dado with (BAL - RG1 Hygienic Impervious tile grout) curing etc., All the corner tiles to have PVC edge beading of approved color and make as per detail drawing and same to be considered in the quoted rate. Consider basic rate of tile at Rs. 450/-Smt. Including all taxes and transport.

Providing and fixing 100mm height pre-polished approved vitrified tile skirting to match the joints of flooring fixed using cement mortar per detail drawing and necessary 6mm x 6mm "C" channel to be provided at wall / partition and skirting junction as mentioned in the dwg.Consider basic rate of vitrified tile at Rs 650/-Smt. Including all taxes, landed at site.

Note:

15.01 Smt 7.00 -

Framework:

Cladding:

Infill:

Skirting:

Special Provisions:

16.00 PAINTING WORKS

NoTE :

16.01 SOFT SHEEN ENAMEL PAINT (LUSTER FINISH) Smt 90.00 -

Unless otherwise specified, the quoted rate of all blocked partitions shall include the cost of two coats of gypboard primer, putty and two coats of Acrylic emulsion paint of approved quality on both sides of partition. Before painting the walls / partitions, the contractor has to take written approval from architects.

FULL HEIGHT SOLID GYPSUM BOARD PARTITION

Fabricating and fixing full height blocked partitions of overall thickness of 75mm consisting of.

Frame work to be formed out of 50mm x 25mm x 1.2mm thick extruded aluminium box section at spacing Not exceeding 600mm both ways (horizontal and vertical). Extruded aluminium "L" angle support cleats fixed with 12mm galvanized metal screws. Partition framework to be secured to floor, structural support and nearest structural member using galvanized metal screws and wooden / PVC rawl plugs.

Partition framework to be cladded on both sides with single layer of 12.5mm thick tapered edge gypsum board in line and level screw fixed with drywall screws @ 300mm c/c with staggered joints to avoid through joints and finished with proprietary supplied jointing tape and compound as per manufacturer's specification. Joints to be sand papered to achieve a smooth and seamless finish. two coat of gypboard primer, putty and two coats of Soft sheen enamel paint of approved quality on both sides of partition.

As an acoustic requirement contractor is to consider partition frame cavity to be packed with 50mm thick rockwool blanket of density 48kg/m³ suitably affixed to partition framework using GI binding wire and duct tape.

Partition to consist 100mm high 4mm thk marine ply backing on the both sides and finished with 100mm H Vitrified and aluminium "L" angle of size 8mm x 8mm x 1.2mm used above skirting to form neat groove of 8mm wide x 8mm deep.

The quoted rate shall include the cost of partition including making cutouts for all electrical, networking boxes.

Contractor shall protect the entire furniture provided by him or other agencies before starting the painting / punning work and shall be held responsible for any stains or damage including aluminium windows, AC grilles, Diffusers, grid ceiling, Modular furniture, carpet etc.,

17.00 POP PUNNING Smt 90.00 -

18.00 TEXTURE PAINTING Smt 90.00 -

19.00 DOORS & WINDOWS

No 1.00 -

a)b)

c) Shutter:

d) Hardware:

20.00 GLAZING

Providing and applying soft sheen enamel paint finish to walls, blocked partitions, and plasterboard ceiling surfaces of approved shade, texture. As per specification below.

Existing wall surfaces to be prepared by scraping away any loose particles, dust, etc., by washing and scrubbing and 1 coat of primer approved by manufacturer. The wall surfaces are then smoothened using putty of approved make and smoothened surfaces are then sandpapered to achieve a smooth finish and two or more coats of paint are applied as per manufacturer specification.

Providing and applying POP Punning of 12mm average thickness on existing walls to proper levels & plumb. Complete as per directions of the architect.

Providing necessary Texture paint 5mm thickness of approved make & Color as per the requirement of the client. The rates inclusive of pressure cleaning, ICI / Asian Primer, Birla Texture & two top coats of external emulsion of Apex as per the standard specification and as direction of the Architect.

SINGLE LEAF SOLID CORE DOOR - TOILET INTERNAL DOOR

Fabricating & fixing Single leaf door with frame consisting of.

Opening size: 750mm x 2100mmDoor frame Section: 50mm x 75mm

Frame of size 750mm x 2100mm to be formed out of 50mm x 75mm white beech wood with 32mm wide x 12mm deep rebate, door frames finished with approved color Duco paint.

Shutters: 32mm thick solid core flush door shutter finished with approved 1mm thk laminate on both faces of the shutter. Shutter edges to be lipped with 32mm x 6mm beech wood beading all around finished in melamine polish. Refer Door Detail drawings.

Hinges: 3 No's SS Ball bearing hinges (Dorset or approved equivalent make)

Handle: Brushed SS 'C' type Handle (Dorset or approved equivalent make)

Lock: Indicator Bolt (Dorset or approved equivalent make)

Door closer: NA

The door frame should be fixed to the partition with 8mm flat head wood screws from behind or the frame is fixed to the masonry wall using M.S hold fast with clear anti termite treatment for the concealed partition of the frame.

20.01 Smt 58.00 -

20.02 No 1.00 -

20.03 Smt 8.00 -

Semi Unitized Glazing Providing and fixing semi unitized single glazed 6mm structural glazing system having main frame work of verticals and horizontal made out of specially design extruded polyester powder coated aluminum section to withstand wind speed of 150 Km/hr. 6mm glass KT155 Saint Gobain Glass NaNo Moonshine of approved make online coated glass with all standard necessary accessories connector joinery which shall be HILTI/Fischer chemically grouted, including fixing of aluminium sub frames, silicon sealant Dow Corning, EPDM triple barriers, weather strip to ensure water and air-tightness etc. complete as detailed in shop drawings and as directed by Architects. The wind load as per I.S. 1.5 Kpa. The rate inclusive of G.I flashing & Smoke seal. The structural calculation & wind load report should be submitted along with Dow corning warranty of 10years.

Providing and fixing Aluminium glazed doors with arrangements like weather strips etc. to make them completely waterproof and fabricated using aluminium extruded polyester powder coated sections fitted with 10 mm thick Clear toughened glass of approved make with all standard accessories etc. including providing and fixing of 50 x 25 mm mill finish aluminium sub frames with necessary Floor springs, Hinges, Handles, Door closers with fixing arrangements etc. complete as detailed in drawing and as directed by the Architects. The rate shall include scaffolding, wastages, transportation, applicable taxes etc. complete.The opening shall be : 1200 x 2100 and the size

Ceramic Dry Cladding Tiles - Providing and fixing in position ventilated extruded ceramic cladding tiles of approx 19.5mm thickness (Exterior grade) of Frontek or equivalent of approved color for exterior walls as per the dwgs, along with complete necessary Aluminium Frame work to hold the Cladding Tiles complete in all respect as per manufacturers specifications, Shop drawings and as directed by Architects. These clay tiles are very hard and light weight , highly resistant and long lasting with low water absorption. These tiles perform well in all weather conditions. They are available in various sizes. The Aluminium support system comprising of vertical members fixed to the main structure and the horizontal members fixed to the verticals for fixing these tiles. The support system has the following advantages- speed of execution, ease of maintenance and replacement of individual tiles, efficient thermal insulation, improved acoustic insulation and elimination of condensation. These support systems also do Not add much load to the wall face.

Note:- All cladding tiles should be full tile & cut tiles are Not allowed.

21.00 Smt 1.10 -

TOTAL AMOUNT:- 50.00

Aluminium Louvers Z Type Louvers : Providing and fixing Box Outer Frame in aluminium extruded section ANodised in Silver color / approval color with aluminium louvers in Z shape(110mm x 1.5mm) including providing & fixing of aluminium L sub frames with necessary fixing arrangements, All screws and fastening arrangements to be considered as per shop drawings and as directed by the Architects.

Sl.No DESCRIPTION UNIT QTY RATE AMOUNT

1.00

For Main Building & Ancillary Building Cum 265 0

2.00 Cum 75 0

3.00 Cum 10 0

4.00 Kg 750 0

5.00 PLASTERING

Sqm 500.00 0

6.00 PAINTING

Sqm 500.00 0

7.00 Smt 250 0

TOTAL AMOUNT 0.00

BILL OF QUANTITIES FOR TENDER PURPOSEFOR THE PROPOSED COMPOUND WALL

M/S GVK BIO SCIENCE AT IDA MALLAPUR.

Providing and constructing CR masonry in CM 1:6, 300 - 750 tk. Using hammer dressed bond stones at every 2 meters, including hammer dressed stoned face for elevation walls including raking ,scaffolding etc. complete. Rates inclusive of removing existing loose masonry and soil as per the engineer instruction.

Solid block masonry 230/100 mm thick for panel walls in superstructure with CM (1:6) prop. ( cement : sand ) using second class bricks from approved source having crushing strength not less than 50 Kg / Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seignior age charges, sales & other taxes on all materials and all operational, incidental and Labour charges such as mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work.

Providing M20 concrete for the coping as per including necessary shuttering.

Providing reinforcement steel with necessary binding wire etc. complete.

Plastering for External wall surfaces of Compound Wall of 20mmthick( two coats), First coat of 12mm thick with CM 1:6, and( second coat) top layer of 8mm thick of CM 1:3 according to specification including necessary scaffolding, curing and hacking to the RCC surfaces,G.I Mesh fixing(100 to150mm wide) etc., complete. The rate shall include cost of water proofing compound, making grooves, band, patties if any etc., if applicable .,as per the specifications & relevant drawings, as per the direction of Architect / Engineer in Charge (.Lift dcuts,ots and corridor wall )surfaces

Providing necessary Texture paint 5mm thickness of approved make & Color as per the requirement of the client. The rates inclusive of pressure cleaning, ICI / Asian Primer, Birla Texture & two top coats of external emulsion of Apex as per the standard specification and as direction of the Architect.

Structural steel works made up of TATA Closed Structural tubes (RHS/SHS)or equivalent conforming to IS 800 providing lacing with same sections with necessary Gusset Plates, Stiffener plates, Brackets, Bolts, Cleats etc., complete as per the drawings


BOQ - HYDROGENATION LAB of 25 Contractors seal and signature

DESCRIPTION UNIT QTY RATE AMOUNT

1.00 1.00 FOUNDATION WORKS

1.01

For Footing & Plinth beam Cum. 40.00 0

1.02

For Footing Cum. 20.00 0

1.03

Basement Cum. 60.00 0

1.04

Basement Cum. 60.00 02.00 PCC

2.01

For Footings & Flooring Cum. 20.00 03.00 RCC

BILL OF QUANTITIES FOR TENDER PURPOSEFOR THE PROPOSED HYDROGENATION LABM/S GVK BIO SCIENCE AT IDA MALLAPUR.

ITEM No.

Earth work excavation for Foundations, depositing on bank with an initial lead of 10m and lift of 2m in all types of soils including soft rock like murrum soils, red earth and ordinary gravely soils mixture of gravel and S.D.R. like shale's, ordinary gravel stony earth and earth mixed with fair sized boulders except rock required blasting including shoring shuttering, sheeting, planking and dewatering including cost of hire charges of T&P, Back filling in layers not exceeding 150mm thick and compacted with earth rammer (after footing work completed) all labour charges and etc., complete for finished item of work, as directed by the Engineer-in-charge.( for Foundations)

Earth work excavation for Foundations, depositing on bank with an initial lead of 10m and lift of 2m in all types hard rock required blasting including shoring shuttering, sheeting, planking and dewatering including cost of hire charges of T&P, Back filling in layers not exceeding 150mm thick and compacted with earth rammer (after footing work completed) all labour charges and etc., complete for finished item of work, as directed by the Engineer-in-charge.( for Foundations)

Filling in trenches and basement with excavated earth, boulders are to be broken rolled and well consolidated in layers not exceeding 20mm thick each layer sufficiently watered and throughly compacted.

Filling in trenches and basement with brought out earth with well consolidated in layers not exceeding 20mm thick each layer sufficiently watered and throughly compacted.

Plain Cement Concrete ( 1:4:8) prop. corresponding to M 7.5 grade as per IS 456, using 40mm and down graded machine crushed hard granite metal (coarse aggregate) from approval quarry, river sand from approved quarry, with OPC of 53 grade from approved manufacturer for foundation bed for footings including cost & conveyance of all materials like cement, fine aggregate (river sand), course aggregate, water etc., to site, including cost of seigniorage charges, taxes on all materials, necessary shuttering, machine mixing, concrete laying, ramming in layers, finishing top surface to the required level, curing and etc., complete, as directed by the Engineer-in-charge for finished item of work.



3.01

M 20 Grade ( Cement content 320 kg/Cum) Cum. 12.00 0

3.02


3.03

M 20 Grade ( Cement content 320 kg/Cum) Cum. 6.00 0MASONRY WORKS

4

Cum. 14.00 05 Solid Block Work

Vibrated Reinforced Cement Concrete corresponding to M20grade as per IS 456 equivalent to (1:1½:3) prop: SMC, using 20 mm and down graded machine crushed Hard Broken Granite metal from approved quarry, with OPC 53 grade from approved manufacturer, river sand from approved quarry, with minimum cement content of 320 Kgs For Foundations including cost & conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site, including seigniorage charges, all taxes on materials and all operational, incidental, labour charges, necessary scaffolding, mixing, laying of concrete, vibrating, lift charges, curing etc., complete, (but excluding cost of reinforceing steel and it's Fabrication) as directed by Engineer-in-charge for finished item of work.

Vibrated Reinforced Cement Concrete corresponding to M20grade as per IS 456: SMC, using 20 mm and down graded machine crushed Hard Broken Granite metal from approved quarry, with OPC 53 grade from approved manufacturer, river sand from approved quarry, with minimum cement content as given below For Pedestal including cost & conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site, including seigniorage charges, all taxes on materials and all operational, incidental, labour charges, necessary scaffolding, mixing, laying of concrete, vibrating, lift charges, curing etc., complete, (but excluding cost of reinforceing steel and it's Fabrication) as directed by Engineer-in-charge for finished item of work.

Vibrated Reinforced Cement Concrete corresponding to M20grade as per IS 456: SMC, using 20 mm and down graded machine crushed Hard Broken Granite metal from approved quarry, with OPC 53 grade from approved manufacturer, river sand from approved quarry, with minimum cement content as given below For Plinth Beams and columns including cost & conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site, including seigniorage charges, all taxes on materials and all operational, incidental, labour charges, necessary scaffolding, mixing, laying of concrete, vibrating, lift charges, curing etc., complete, (but excluding cost of reinforceing steel and it's Fabrication) as directed by Engineer-in-charge for finished item of work.

a) Providing and laying C.R.S.masonary 2nd sort as specified in CM (1:8) including fair cutting, waste bonding, Plumb lining,levelling, scaffolding, and curing below grouond level and upto plinth, all materials and labour etc. complete.



5.01 Cum 34.00 0

JOINERY WORK:6.01 a) DOORS & Windows

Sqm 15.00 0

PLASTERING

7

7.01 Sqm 150.00 0

7.02 b) External PlasteringGround Floor Sqm 208.00 0FLOORING

8.01 Sqm 162.00 0

PAINTING

9

9.01 a) Externalwalls Sqm 208.00 0

9.02 Sqm 150.00 0

12 FORM WORKS

a) For Foundations Sqm 50.00 0b) For Pedestal Sqm 90.00 0

Solid block work for panel walls in superstructure with CM (1:6) prop. ( cement : sand ) using approved source having crushing strength not less than 50 Kg / Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials and all operational, incidental and labour charges such as mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work.

Supply and fixing MS framed with GI mesh doors and windows as per the drawing with necessary primer and painting, Rates inclusive of hold fast extra as per the engineer instruction.

Supply and laying plastering with cement mortar as specified to brick or concrete surfaces and at all heights including chipping, faces and at all heights including chipping, hacking, scaffolding, curing etc., complete with all materials and labour for finished itemof work.

a) 16mm thick in Double coat in CM (1:6) & (1:4) trowelled to even and smooth finish or as directed for ceiling & Internal walls.

Providing and laying Polished kotta stone of approved shade with CM(1:5) laid over the surface to required level and slope including the cost of cleaning the jointed cement slurry mixed with color pigment.

Supply, cleaning all surfaces of dirt, dust loose scales etc. before painting all materials labour and scaffolding at all heights for a) Providing two coats of ACE with primer.

b)Providing and applying Plastic Emulsion Paint over 2 coats Lappam to internal walls.

Providing, fabricating and erecting, form work at all levels and places wherever needed/specified as per drawing including striking with 12mm Plastic coated, marine resistant waterproof ply / M S steel plates(All Beam&lintel sides, bottom, drop panels/ Capital sides should be of Marine ply wood) with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by consultant. Cost to include designing of proper form work and staging system to suit the requirements, sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cut-outs/ pockets, applying de-shuttering chemical, De-shuttering as approved by the consultant etc., complete at all floors / levels,(but height up to 4.00 mts. only)and profiles for Note :(1) Only plan area only considered for slabs up to 150 mm thick slabs, for above 150 mm thick slabs skirting well be considered.



c) For Plinth Beams & Column Sqm 110.00 013 REINFORCEMENT STEEL:

Foundations, Pedestal, Plinth beam & ColumnFe 500 Mt 1.20 0

14 MS STEEL TRUSS

Mt 5.62 0

15 BOLTS

No 66 0

15 Sheet

Sqm 370 0

TOTAL AMOUNT 0

Providing High yield strength deformed steel bars (Fe 500 ) of different diameters, cutting, bending to required sizes and shapes placing in position with cover blocks of approved size, binding wire of 20 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of bars from approved manufactures RINL, TISCON or equivalent, including cost and conveyance of binding wire, cover blocks, overlaps, chair and all wastages, rusting (quantity for overlaps, chairs, couplings, welded joints, spacer bars etc will not be measured separately and are to be accounted in costing ) including drilling boreholes and grouting the anchor bars wherever necessary and all taxes on all materials, all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work.

Providing MS steel truss as per the design with neccessury primer & painting as per the engineers instrution.

Providing foundation bolts of 20mm dia with 600 depth as per the design and engineers instrution.

Providing and laying of GI powder coated sheet of 0.48mm thick as per the requird color and design.

ITEM No. DESCRIPTION UNIT QTY RATE AMOUNT

1.00 1.00 FOUNDATION WORKS

1.01

For Footing & Plinth beam Cum. 80.00 0

1.02


1.03


1.04


2.01


BILL OF QUANTITIES FOR TENDER PURPOSEFOR THE PROPOSED CHEMICAL STORAGEM/S GVK BIO SCIENCE AT IDA MALLAPUR.

Earth work excavation for Foundations, depositing on bank with an initial lead of 10m and lift of 2m in all types of soils including soft rock like murrum soils, red earth and ordinary gravely soils mixture of gravel and S.D.R. like shale's, ordinary gravel stony earth and earth mixed with fair sized boulders except rock required blasting including shoring shuttering, sheeting, planking and dewatering including cost of hire charges of T&P, Back filling in layers not exceeding 150mm thick and compacted with earth rammer (after footing work completed) all labor charges and etc., complete for finished item of work, as directed by the Engineer-in-charge.( for Foundations)

Earth work excavation for Foundations, depositing on bank with an initial lead of 10m and lift of 2m in all types hard rock required blasting including shoring shuttering, sheeting, planking and dewatering including cost of hire charges of T&P, Back filling in layers not exceeding 150mm thick and compacted with earth rammer (after footing work completed) all labor charges and etc., complete for finished item of work, as directed by the Engineer-in-charge.( for Foundations)

Filling in trenches and basement with excavated earth, boulders are to be broken rolled and well consolidated in layers not exceeding 20mm thick each layer sufficiently watered and throughly compacted.

Filling in trenches and basement with brought out earth with well consolidated in layers not exceeding 20mm thick each layer sufficiently watered and throughly compacted.

Plain Cement Concrete ( 1:4:8) prop. corresponding to M 7.5 grade as per IS 456, using 40mm and down graded machine crushed hard granite metal (coarse aggregate) from approval quarry, river sand from approved quarry, with OPC of 53 grade from approved manufacturer for foundation bed for footings including cost & conveyance of all materials like cement, fine aggregate (river sand), course aggregate, water etc., to site, including cost of seignior age charges, taxes on all materials, necessary shuttering, machine mixing, concrete laying, ramming in layers, finishing top surface to the required level, curing and etc., complete, as directed by the Engineer-in-charge for finished item of work.

3.01


3.02


3.03

M 20 Grade ( Cement content 320 kg/Cum) Cum. 12.00 0MASONRY WORKS

4.00 Cum. 28.00 0

5.00 Solid Block Work

Vibrated Reinforced Cement Concrete corresponding to M20grade as per IS 456 equivalent to (1:1½:3) prop: SMC, using 20 mm and down graded machine crushed Hard Broken Granite metal from approved quarry, with OPC 53 grade from approved manufacturer, river sand from approved quarry, with minimum cement content of 320 Kgs For Foundations including cost & conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site, including seignior age charges, all taxes on materials and all operational, incidental, labor charges, necessary scaffolding, mixing, laying of concrete, vibrating, lift charges, curing etc., complete, (but excluding cost of reinforcing steel and it's Fabrication) as directed by Engineer-in-charge for finished item of work.

Vibrated Reinforced Cement Concrete corresponding to M20grade as per IS 456: SMC, using 20 mm and down graded machine crushed Hard Broken Granite metal from approved quarry, with OPC 53 grade from approved manufacturer, river sand from approved quarry, with minimum cement content as given below For Pedestal including cost & conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site, including seignior age charges, all taxes on materials and all operational, incidental, labor charges, necessary scaffolding, mixing, laying of concrete, vibrating, lift charges, curing etc., complete, (but excluding cost of reinforcing steel and it's Fabrication) as directed by Engineer-in-charge for finished item of work.

Vibrated Reinforced Cement Concrete corresponding to M20grade as per IS 456: SMC, using 20 mm and down graded machine crushed Hard Broken Granite metal from approved quarry, with OPC 53 grade from approved manufacturer, river sand from approved quarry, with minimum cement content as given below For Plinth Beams and columns including cost & conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site, including seignior age charges, all taxes on materials and all operational, incidental, labor charges, necessary scaffolding, mixing, laying of concrete, vibrating, lift charges, curing etc., complete, (but excluding cost of reinforcing steel and it's Fabrication) as directed by Engineer-in-charge for finished item of work.

a) Providing and laying C.R.S.masonary 2nd sort as specified in CM (1:8) including fair cutting, waste bonding, Plumb lining,levelling, scaffolding, and curing below ground level and upto plinth, all materials and labor etc. complete.

5.01 Cum 55.00 0

JOINERY WORK:6.01 a) DOORS & Windows

Sqm 40.00 0

PLASTERING

7.00

7.01 Sqm 300.00 0


8.01 Sqm 330.00 0

PAINTING

9.00

9.01 a) External walls Sqm 300.00 0

9.02 Sqm 400.00 0

10.00 FORM WORKS

Solid block work for panel walls in superstructure with CM (1:6) prop. ( cement : sand ) using approved source having crushing strength not less than 50 Kg / Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seignior age charges, sales & other taxes on all materials and all operational, incidental and labor charges such as mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work.


Supply and laying plastering with cement mortar as specified to brick or concrete surfaces and at all heights including chipping, faces and at all heights including chipping, hacking, scaffolding, curing etc., complete with all materials and labor for finished item of work.



Supply, cleaning all surfaces of dirt, dust loose scales etc. before painting all materials labor and scaffolding at all heights for a) Providing two coats of ACE with primer.


a) For Foundations Sqm 100.00 0b) For Pedestal Sqm 180.00 0c) For Plinth Beams & Column Sqm 400.00 0

11.00 REINFORCEMENT STEEL:


12.00 MS STEEL TRUSS

Mt 9.80 0

13.00 BOLTS

No 90 0

14.00 Sheet

Sqm 180 0

TOTAL AMOUNT 0

Providing, fabricating and erecting, form work at all levels and places wherever needed/specified as per drawing including striking with 12mm Plastic coated, marine resistant waterproof ply / M S steel plates(All Beam & lintel sides, bottom, drop panels/ Capital sides should be of Marine ply wood) with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by consultant. Cost to include designing of proper form work and staging system to suit the requirements, sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cut-outs/ pockets, applying de-shuttering chemical, De-shuttering as approved by the consultant etc., complete at all floors / levels,(but height up to 4.00 mts. only)and profiles for Note :(1) Only plan area only considered for slabs up to 150 mm thick slabs, for above 150 mm thick slabs skirting well be considered.

Providing High yield strength deformed steel bars (Fe 500 ) of different diameters, cutting, bending to required sizes and shapes placing in position with cover blocks of approved size, binding wire of 20 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of bars from approved manufactures RINL, TISCON or equivalent, including cost and conveyance of binding wire, cover blocks, overlaps, chair and all wastages, rusting (quantity for overlaps, chairs, couplings, welded joints, spacer bars etc will not be measured separately and are to be accounted in costing ) including drilling boreholes and grouting the anchor bars wherever necessary and all taxes on all materials, all incidental, operational, labor charges such as cutting, bending, placing in position, tying etc., complete for finished item of work.

Providing MS steel truss as per the design with necessary primer & painting as per the engineers instruction.

Providing foundation bolts of 20mm dia with 600 depth as per the design and engineers instruction.

Providing and laying of GI powder coated sheet of 0.48mm thick as per the required color and design.


BOQ -MALLAPUR BLOCK-1 PENDING WORKS Contractors seal and signature

DESCRIPTION OF ITEMS UNIT QTY RATE AMOUNT

FIRE ESCAPE STAIRCASE FLOORING

1.00

2.00 TREADS Sqm 200.00 0

Kota stone For Main staircase (Basic price: 50 Rs Per Sft)2.10 RISER Sqm 120.00 0

Kota stone For Main staircase (Basic price: 50 Rs Per Sft)3.00 FIRE ESCAPE STAIRCASE LOBBY FLOORING

a Sqm 560.00 0

4.00 HANDRAIL WITH BALUSTER

Rmt 100.00 0

BILL OF QUANTITIES FOR TENDER PURPOSEFOR THE PROPOSED EMERGENCY STAIR CASE FINISHING

M/S GVK BIO SCIENCE AT JDA MALLAPUR.ITEM No.

KOTA STONE flooring with basic price of Rs. 75/sft (Staircase)

Supplying & laying of 20mm thk KOTA STONE flooring, on a pre-finished surface with cement sand mortar, in approved design/pattern. The rate should include protection coat of POP over polythene till handing over. The rates shall be inclusive of machine polishing edges in case of protruding edges & groove/chamfering. Rate to include for laying to the pattern as directed by Architect including floor preparation. Rate to include floor chipping and finishing of the same with necessary PCC as per site conditions to match the floor level with carpet.

Providing and fixing in position two piece High polished natural stone slab 20mm. Thick, both edges machine cut, machine chamfered and polished as per the drawing over a bed of 1:4 cement mortar to exact lines and levels including filling the joints with M - Seal / Silicon sealants as directed to make it absolutely water tight.

Providing and fixing in position one piece treads of approved quality and co lour High polish natural stone slab 20 to 25 mmthick front edge machine cut,chamfered and polished as per the drawing over a bed of 1:4 cement mortar including necessary dressing/ cutting, cement float, filling the joints with neat cement slurry of appropriate color, watering, curing, cleaning etc. complete to exact line, level and to the satisfaction of the Architect.

Providing and fixing in position one piece Risers of approved quality and co lour High polish natural stone slabs 20mm. Thick both edges machine cut, chamfered and polished as per the drawing over a bed of 1:4 cement mortar including necessary cutting/ dressing, cement float, filling joints with appropriate colour,cement slurry, watering, curing, cleaning etc. complete to exact line, level, to the satisfaction of the Architect.

Providing and laying kotta stone 20mm thick laid on 20mm thick CM 1:4 Rate to include for washing with light acid, polishing, as approved and as directed. Plan area shall be measured, with all lead and lift and as directed by Architect /Engineer in charge at all levels and heights. The rate including 100mm high skirting which is to be flushed with wall.

Fabricating, Supplying and Fixing in position for staircase hand rail of 40mm dia MS 'B' class pipe fixed in 25mm square hollow MS pipe of 2.5mm thick with 3 rows of 10mm dia MS bar welded to insert plates of 100mm x 100mm size and 8mm thick, anchored to the wall with 4 nos. of 10mm dia, 75mm long expansion bolts, etc., complete, as per architectural drawings. All MS sections to be finishes as per Architects / Site in charge instructions. All sections to be Jindal or TATA make.


BOQ -MALLAPUR BLOCK-1 PENDING WORKS Contractors seal and signature

TOTAL AMOUNT 0


1.00 WATER PROOFING

1.01 Sqm 650 0

WATERPROOFING + PROTECTIVE LAYER :

BILL OF QUANTITIES FOR TENDER PURPOSEFOR THE PROPOSED WATER PROOFING, AHU OPINING & PHE

M/S GVK BIO SCIENCE AT IDA MALLAPUR.ITEM No.

100% POLYISOPRENE-BASED ELASTOMERIC WATERPROOFING MEMBRANE WITH BRICK-BAT COBA INSULATION SYSTEM:

Providing and applying waterproofing and slope-Cum-insulation for roof terrace as per the specifications listed below and as approved by the engineer-in-charge with a guarantee of 15 years : (ONLY PLAN AREA CONSIDERED FOR MEASUREMENTS)

The first part consisting of grouting the porous slab area with Non-shrink cementitious grout.

The second part consisting of repairing the cracks and construction joints by routing-out to a minimum ¾” x ¾” groove and treating it with a specialized Non-shrink cementitious compound (ZUPA “Repaira”).

The third part consisting of making vata at interface joint between slab / parapet with a specialized Non-shrink cementitious compound (ZUPA “Repaira”).

The fourth part consisting of providing and applying liquid-applied, single-component, 100% Poly-isoprene (Polyurethane) based Elastomeric Waterproof Membrane, having elongation of 550% (offered system : ZUPA “Equation 60”, from M/s. Zenex Const. Chemicals Inc., USA), at the coverage rate of 0.8 kg /sq.m. in 2 coats, as per manufacturer’s specifications, over the entire roof terrace concrete slab and parapet walls upto 300 mm height.

The fifth part consisting of providing and sprinkling of 8/12 grade quartz pieces on the second coat of the wet membrane, to provide for protection of the membrane as well as bonding of the subsequent screed, as per manufacturer’s specifications approved by Consultants. Brushing off the excess sand after the membrane has set.

INSULATION + SLOPE, WITH BRICK-BAT COBA SYSTEM :

1.02 Plastering

Sqm 100 0

1.03 Rmt 35 0

2.00 AHU WALL DEMOLITION Cum 30 0

a Plastering

Sqm 100 0

3.00 PHE

a Rmt 200 0

b No 3 0

TOTAL AMOUNT 0

The sixth part consisting of providing and laying rigid insulation and slope making with avg. 115 mm thick brick-bat koba system comprising of 20 mm thick, CM 1:4 base coat, avg. 75 mm thick brick-bat coba in CM 1:5 mortar and 20 mm thick, CM 1:4 top-finish coat. The mortar for the brick-bat koba shall be CM 1:4 and admixed with integral waterproofing compound @ 100 ml/bag of cement, curing, complete. The top-finish coat shall be suitably finished (either smooth IPS with 30 cm x 30 cm false marked squares or broom-finished suitable for laying china mosaic tiles). The cost should include treatment of cove (wata) at the interface of floor and parapet, sealing the annular space between the pipe and the masonry, making churros, river sand screened and washed, at all leads, lifts, heights, scaffolding, with proper slope to drain-off water entirely, complete, etc. Curing shall be done for 7 days by ponding with water.

The seventh part consisting of sealing all joints of outlet drain pipe and making churros, etc. with ZUPA “Repaira”.


Providing and laying 150mm dia PVC pipe Ashirwad with necessary assocceries. The rate inclusive dismantling and plastering etc. as per instruction of the Architects.

Dismantling the existing solid block as per the requirement of our engineer, Rate inclusive of all scaffolding, lead, Lift, etc. The dismental material should be removed from the site upto 100mtr away.


Providing and laying 50mm dia GI pipe 'B' class with necessary assocceries to hook up the existing bore to U/G tank. The rate inclusive excavation, bitumen wrapping etc. As per instruction of the Architects.

Providing and laying 50mm dia GI valve zoloto boll valve to hook up the existing bore to U/G tank. The rate inclusive excavation, bitumen wrapping etc. As per instruction of the Architects.


1.00 FOUNDATION WORKS

1.01


1.02


1.03


1.04


2.01


BILL OF QUANTITIES FOR TENDER PURPOSEFOR THE PROPOSED EQUIPMENT FOUNDATION

M/S GVK BIO SCIENCE AT IDA MALLAPUR.ITEM No.

Earth work excavation for Foundations, depositing on bank with an initial lead of 10m and lift of 2m in all types of soils including soft rock like murrum soils, red earth and ordinary gravely soils mixture of gravel and S.D.R. like shale's, ordinary gravel stony earth and earth mixed with fair sized boulders except rock required blasting including shoring shuttering, sheeting, planking and dewatering including cost of hire charges of T&P, Back filling in layers not exceeding 150mm thick and compacted with earth rammer (after footing work completed) all labor charges and etc., complete for finished item of work, as directed by the Engineer-in-charge.( for Foundations)

Earth work excavation for Foundations, depositing on bank with an initial lead of 10m and lift of 2m in all types hard rock required blasting including shoring shuttering, sheeting, planking and dewatering including cost of hire charges of T&P, Back filling in layers not exceeding 150mm thick and compacted with earth rammer (after footing work completed) all labor charges and etc., complete for finished item of work, as directed by the Engineer-in-charge.( for Foundations)

Filling in trenches and basement with excavated earth, boulders are to be broken rolled and well consolidated in layers not exceeding 20mm thick each layer sufficiently watered and thoroughly compacted.

Filling in trenches and basement with brought out earth with well consolidated in layers not exceeding 20mm thick each layer sufficiently watered and thoroughly compacted.

Plain Cement Concrete ( 1:4:8) prop. corresponding to M 7.5 grade as per IS 456, using 40mm and down graded machine crushed hard granite metal (coarse aggregate) from approval quarry, river sand from approved quarry, with OPC of 53 grade from approved manufacturer for foundation bed for footings including cost & conveyance of all materials like cement, fine aggregate (river sand), course aggregate, water etc., to site, including cost of seignior age charges, taxes on all materials, necessary shuttering, machine mixing, concrete laying, ramming in layers, finishing top surface to the required level, curing and etc., complete, as directed by the Engineer-in-charge for finished item of work.

3.01

M 25 Grade ( Cement content 400 Kg/cum) Cum. 70.00 0MASONRY WORKS

4 Cum. 10.00 0

5 Solid Block Work

5.01

Cum. 18.00 0JOINERY WORK:

6.01 a) DOORS & Windows

Sqm 7.00 0

PLASTERING

7

7.01 Sqm 150.00 0


8.01 Sqm 50.00 0

Vibrated Reinforced Cement Concrete corresponding to M25grade as per IS 456 equivalent to (1:1½:3) prop: SMC, using 20 mm and down graded machine crushed Hard Broken Granite metal from approved quarry, with OPC 53 grade from approved manufacturer, river sand from approved quarry, with minimum cement content of 320 Kgs For Foundations including cost & conveyance of all materials like cement, fine aggregate, coarse aggregate, water etc., to site, including seignior age charges, all taxes on materials and all operational, incidental, labor charges, necessary scaffolding, mixing, laying of concrete, vibrating, lift charges, curing etc., complete, (but excluding cost of reinforcing steel and it's Fabrication) as directed by Engineer-in-charge for finished item of work.

Providing and laying C.R.S.masonary 2nd sort as specified in CM (1:8) including fair cutting, waste bonding, Plumb lining,levelling, scaffolding, and curing below ground level and upto plinth, all materials and labor etc. complete.

Solid block work for panel walls in superstructure with CM (1:6) prop. ( cement : sand ) using approved source having crushing strength not less than 50 Kg / Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seignior age charges, sales & other taxes on all materials and all operational, incidental and labor charges such as mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete for finished item of work.


Supply and laying plastering with cement mortar as specified to brick or concrete surfaces and at all heights including chipping, faces and at all heights including chipping, hacking, scaffolding, curing etc., complete with all materials and labor for finished item of work.



4135.00 Sqm 100.00 0

PAINTING

9

9.01 a) External walls Sqm 150.00 0

9.02 Sqm 150.00 0

12 FORM WORKS

For Foundations Sqm 700.00 013 REINFORCEMENT STEEL:


14 MS STEEL TRUSS

Mt 3.00 0

15 BOLTS

Providing and laying Polished IPS flooring with CM(1:4) laid over the surface to required level and slope including the cost of cleaning the jointed cement slurry.

Supply, cleaning all surfaces of dirt, dust loose scales etc. before painting all materials labor and scaffolding at all heights for a) Providing two coats of ACE with primer.


Providing, fabricating and erecting, form work at all levels and places wherever needed/specified as per drawing including striking with 12mm Plastic coated, marine resistant waterproof ply / M S steel plates(All Beam & lintel sides, bottom, drop panels/ Capital sides should be of Marine ply wood) with adjustable steel props of acceptable Staging system and with sufficient bracing as approved by consultant. Cost to include designing of proper form work and staging system to suit the requirements, sealing the joints with heavy duty brown self adhesive tape, aligning to line and levels including M.S. Ties, PVC Spacer, Providing openings/ cut-outs/ pockets, applying de-shuttering chemical, De-shuttering as approved by the consultant etc., complete at all floors / levels,(but height up to 4.00 Mts. only)and profiles for Note :(1) Only plan area only considered for slabs up to 150 mm thick slabs, for above 150 mm thick slabs skirting well be considered.

Providing High yield strength deformed steel bars (Fe 500 ) of different diameters, cutting, bending to required sizes and shapes placing in position with cover blocks of approved size, binding wire of 20 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of bars from approved manufactures RINL, TISCON or equivalent, including cost and conveyance of binding wire, cover blocks, overlaps, chair and all wastages, rusting (quantity for overlaps, chairs, couplings, welded joints, spacer bars etc will not be measured separately and are to be accounted in costing ) including drilling boreholes and grouting the anchor bars wherever necessary and all taxes on all materials, all incidental, operational, labor charges such as cutting, bending, placing in position, tying etc., complete for finished item of work.

Providing MS steel truss as per the design with necessary primer & painting as per the engineers instruction.

15.01 No 20 0

15.02 No 20 0

15.03 Kg 50 0

16 Sheet

Sqm 70 0

TOTAL AMOUNT 0

Providing foundation bolts of 20mm dia with 600 depth as per the design and engineers instruction.

Providing foundation packet and grouting as per the design and engineers instruction. ( Bolt will be supplied by GVK Bio)

Providing foundation packet and grouting as per the design and engineers instruction. ( Bolt will be supplied by contractor)

Providing and laying of GI powder coated sheet of 0.48mm thick as per the required color and design.

BOQ -GVK Bio Campus Additional Work-Package-IA

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