KMC/DGC/VIII/70/53/25-26/R

TOTAL

Percentage BoQ

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

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NUMBER #

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 6. Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.

BUILDING WORKS(P) SOLING, EDGING AND METALLING??(15)Labour for taking out old soling edging including removing debris. (a) Single flat soling

BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring

BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018)

BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 6. Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m.

BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 6. Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (b) For additional depth beyond 1.5 m. and upto 3.00 m

BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(3)Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36.Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES

BUILDING WORKS ( C ) Brickworks,Concrete Works etc.40..Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.I. SAIL/ TATA/RINL. (10th Corrigenda & addenda dated 22.01.2020)

SUPPLYING READY MIXED CONCRETE OF M 25 GRADE WITH WELL GRADED STONE CHIPS OF 20 MM NOMINAL SIZE CONTAINING DESIGNED QUANTITY OF CEMENT PER CU.M OF WET CONCRETE PRODUCED IN COMPUTERISED BATCHING PLANT UNDER CONTROLLED CONDITION USING APPROVED SUPER PLASTISIZER, DESIGNING CONCRETE MIX FOLLOWING I.S. 10262 AND I.S. 456, TRANSPORTING THE MIX WITH AGITATION IN TRANSIT MIXER TO WORK SITE DEPOSITING THE MIX ON A PLATFORM ERECTED FOR THE PURPOSE AT REQUIRED LEVELS OF CONCRETING AND THEN PLACING THE MIX IN ITS FINAL LOCATION OF FORM WORK, COMPACTING AND CURING THE SAME COMPLETE AS PER SPECIFICATION & DIRECTION OF THE ENGINEER-IN-CHARGE INCLUDING COMPUTERISED BATCHING PLANT TRANSIT MIXER WITH ALL ACCESSORIES VIBRATORS ETC. INCLUSIVE OF ALL OTHER INCIDENTAL CHARGES IN THIS CONNECTION COMPLETE BUT EXCLUDING COST OF HIRE CHARGE OF PLATFORM AND ITS SUPPORTING STAGING WHICH WOULD BE PAID THROUGH SEPARATE ITEM. [CEMENT TO BE SUPPLIED BY THE MANUFACTURER OR SUPPLIER] IN GROUND FLOOR AND FOUNDATION.(II) WITH APPROVED CONCRETE PUMP. (3RD CORRIGENDA & ADDENDA DATED 04.06.2018) FOR FOUNDATION AND GROUND FLOOR

SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 2 Plaster (to wall, floor, ceiling etc.) with composite mortar of sand,lime and cement including round off or chamfering corners as directed and raking out joints and roughening of concrete surface including throating, nosing and drip course where necessary (Ground floor).(i) With (1:2:9) composite mortar with 1 cement : 2 lime paste/putty : 9 sand(d) 15 mm. thick plaster

BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS?(29)Providing and fixing machine cut, mirror polished, Italian Marble stone (Imported quality, such as Perlato, Bottichino, Crema, Antique Beige, Dark Emperadore, Red Verona, Black Marquino etc.) in dado/wall laid in required pattern in linear portion of the building all complete as per architectural drawings with Italian Marble stone slab laid over 15 mm(average) thick base of cement morter 1 : 2 (1 cement : 2coarse sand) including making suitable arrangements to hold the stones properly by brass / copper hooks applying white cement slurry @ 4.4 kg/sq.m the back site of marble and pointing with cement morter (1:2)(1 Cement : 2 Marble dust) admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge including cost of materials, labours, scaffolding, staging, curing complete. [White cement, Pigment to be supplied by the Agency]. [This work should not be executed without specific permission of Superintending Engineer]. f) More White with less veins.ii) 20 mm thick Italian Marble stone slab.Note: Add extra for each addl, floor over the rate for item 27 to 30 of subhead A. (I) upto 4 th floor- Rs. 12/-per Sq.m (II) above 4th floor -Rs. 16/- per Sq.m

Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658 : 2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL.No.3.3 of IS: 15658) as per Table 2 of IS :15658 with flexural strength/breaking load as per Annexure G of IS:15658.on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clanse 6.5.1 of IRC SP 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will he us per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 af IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction levelling and filling up of the edge gap. 50mm thick (ii) Coloured Decorative (12th Corrigenda & addenda dated14.10.2020)

Estimated amount

Item Rate BoQ

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

SUPPLING,FITTING & FIXING OF DECORATIVE & ORNAMENTAL PEAK /HEAD PORTION -RS.605000.00

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