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| 1 | Earth work in excavation of foundation in hard or gravelly soil with initial lead and lifts including dressing and leveling the bed of the foundation to the required width and required depth including shoring shuttering,propping bullah,pilling,dewatering from foundation supplying and working of pumps including hire & running charges of pumps & all machinaries required for the work & stacking the excavated materials away from the working areas with cess complete as per specification & direction of the Engineer-in-Charge. (Ground Floor) |
| 2 | Approch Road |
| 3 | Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty additional charges, DMF 10% & EMF 5% over royalty & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge. (Ground Floor) |
| 4 | Approch Road |
| 5 | Providing Cement concrete (1:3:6) in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge. (Ground Floor) |
| 6 | Approch Road |
| 7 | Providing Cement concrete (1:2:4) in foundation upto a required depth below ground level and upto a required height above ground level/bed level using with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with additional charges, DMF 10% & EMF 5% over royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge |
| 8 | Random rubble hard granite stone masonry in cement mortar (1:6) in foundation and plinth with hard black broken granite stone of approved size and quality and from approved quarry including splays cutting circular moulding and similar such type of work with necessary projections, chamfering and corbelling watering and curing etc, complete including cost and conveyance of all materials with all taxes and additional charges, DMF 10% & EMF 5% over royalty and labour with T&P required for the work with cess etc, complete as per the direction of Engineer-In-Charge. |
| 9 | Fly Ash brick Masonary in cement morta (1:6) in foundation/superstructure using fly ash brick of 23cmx11cmx8cm size bricks having crushing strength in between 75 kg to 100kg per sq .cm with diamantion tolerance + 8% including splays cutting circular moulding chamfering & corbelling watering and curing for 7days after immersing the bricks in water for six hours before use etc.complete including cost, conveyance, royalties DMF (10% over Royality),EMF(5% over Royality)& Addl.charges & all type of taxes of all materials & labour, T&P required for the work etc. complete as per specification direction of the E.I.C.Ground Floor |
| 10 | Head Room |
| 11 | RCC of design mix of M-250 grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves, fan hooks wherever necessary including cost, conveyance royalties, DMF (10% over Royality),EMF(5% over Royality)& Addl.charges Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)Column Base Footing |
| 12 | Column Super StructureGround Floor |
| 13 | Head Room |
| 14 | Plinth Band |
| 15 | Head Room |
| 16 | Chajja & FinsGround Floor |
| 17 | BeamGround Floor |
| 18 | Head Room |
| 19 | StaircaseGround Floor |
| 20 | Roof SlabGround Floor |
| 21 | Head Room |
| 22 | Lintel BandGround Floor |
| 23 | Supply of HYSD bars confirming to approved grade cutting bending , binding, lapping, splicing, welding etc. (conforming to ISI specification ) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance, Cess of tor steel & binding wires of 18 to 20 gauge ( as approved by the Deptt. ) etc. complete (Weight of binding wire shall not be considered for payment at all which will be bome by the contractor (standard CO-efficient of different size of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC - 21/1987) as per direction of the Engineer in charge.(Ground Floor) |
| 24 | Head Room |
| 25 | Providing 2.5cm thick grading concrete (1:2:2) on roof slab using 6mm size hard broken granite chips with chicken mesh including cost, conveyance, additional charges, DMF 10% & EMF 5% over royalty of all materials taxes of all T&P with cess etc, required for the work etc complete in all respect as directed by Engineer-in-charge. (Ground Floor) |
| 26 | Head Room |
| 27 | 20mm thick cement plaster (1:6) finished smooth to out side brick walls after cracking out of the joint including, watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalties DMF (10% over Royality),EMF(5% over Royality)& Addl.charges , etc. complete in all respect in all floors as per direction of the Engineer in charge. (Ground Floor) |
| 28 | 12mm thick cement plaster (1:6) finished smooth to out side brick walls after cracking out of the joint including, watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalties DMF (10% over Royality),EMF(5% over Royality)& Addl.charges , etc. complete in all respect in all floors as per direction of the Engineer in charge. (Ground Floor) |
| 29 | Head Room |
| 30 | 16mm (5/8\\") thick cement plaster (1:6) finished smooth to inside surface of bricks walls/ stone masonary after racking out joints including watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalities royalties DMF (10% over Royality),EMF(5% over Royality)& Addl.charges ,etc completed in all respect in all floors as per direction of the Engineer-in-Charge. (Ground Floor) |
| 31 | Head Room |
| 32 | 6mm thick cement plaster in cement mortar (1:4) to ceilling of roof lintel and chajjas after chipping and chiselling the same and clearing the surface by wire brush finished smooth watering and curing for 7 days including cost,conveyance of all materials and labour with T&P & Cess required for the work with taxes and royality etc complete in all respects in all floors as per direction of Engineer-in-Charge. (Ground Floor) |
| 33 | Head Room |
| 34 | Supplying,Providing, fitting and fixing of vitrified tile(ivory) in floors of size (600 x 600mm) of approved make confirming to IS:13755 with application of polymer modified quick set cement based water resistant adhesive confirming IS:15477 of 3mm thick bed and filling joints with white cement of approved quality including cost, conveyance, royalties,DMF (10% over Royality),EMF(5% over Royality)& Addl.charges ,taxes of all materials & labour T&P and cess required for the work etc, complete in all respect as directed by Engineer-In-Charge. (Ground Floor) |
| 35 | Head Room |
| 36 | Providing and fixing Chequred tiles in floors, treads of on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigment to match the shade of tiles including rubbing, polishing including cost of tiles, conveyance,& labour, DMF (10% over Royality),EMF(5% over Royality)& Addl.charges T&P and Cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. (Ground Floor) |
| 37 | Providing 20 cm X 30 cm ceramic wall tiles fixing in dadoos skriting and rises of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including polishing complete including cost of pre cast tiles watering & curing for 7 days with cost conveyance royalty and taxes of all materials & labour DMF (10% over Royality),EMF(5% over Royality)& Addl.charges T&P with cess required for the work etc, complete in all respect and surface finishing with polishing materials as directed by the Engineer-in-charge. (Ground Floor) |
| 38 | Priming one coat with water bound wall cement primer (outside) any approved primer over finished wall surface of approved primer including cost of primer in all respect with cost, conveyance and taxes of all materials and labour with T&P and CESS required for the work etc. complete as per direction of the Engineer-in-charge. (Ground Floor) |
| 39 | Head Room |
| 40 | Finishing wall surface of walls with cement based wall putty one coat (Water based) of approved make and finished smooth and even surface to receive painting including cost conveyance and taxes of all materials and labour with T&P and Cess required for the work etc, complete in all respect as per the direction of Engineer-in-Charge. (Ground Floor) |
| 41 | Head Room |
| 42 | Wall painting two coats with plastic Emulsion paint of approved quality & shade on new work to give an even shade with brush to interior walls surface after cleaning the surface including cost of plastic emulsion paint with cost, conveyance and taxes of all materials and labour with T&P required for the work with CESS etc complete as per direction of Engineer-in-Charge. (Ground Floor) |
| 43 | Head Room |
| 44 | Wall painting two coats with weather paint of approved shade on wall surface to give an even shade over a coat of primer including cost of brushes and putty including cost of paint scrapping, cleaing rubbing scaffloding with cost conveyance and taxes of all materials and labour with T&P and Cess required for the work etc, complete in all respect as per the direction of Engineer-in-Charge. (Ground Floor) |
| 45 | Head Room |
| 46 | M.S. Panelled Door double leaved shutter with M.S. Frame. Overall size including frame 1980mm Height x 1070mm Width made out of the following materials conforming to relevant Indian Standard specifucations. Frame:-35x35x6mm M.S. angle Shutter style:- Top & Bottom rail 25x25x3mm M.S. Angle. Door panel :- 1.0mm C.R. Sheet. Panel stiffener covering width of each leaf :- 19x5mm M.S. Flat 3 nos. on each leaf. Hinges size:- 100mm - 6 nos. (3 nos. on each side) bought out as per ISS. Hold fast:- 35x35x6mm M.S. angle 175 mm length bifurcated at the tip 3 nos. on each side Handle:- 19x5mm M.S. Flat fabricated - 4 nos. Aldrop:- 2 nos. bought out as per ISS. Tower bolt : 2 nos. but out as per ISS as per direction of the Engineer-in-charge. (Ground Floor) |
| 47 | Head Room |
| 48 | M.S. Panelled Window double leaved shutter with M.S. Frame & Grill. Overall size including frame 1220mm Height x 910mm Width made out of the following materials conforming to relevant ISS Frame:- 35x35x6mm M.S. Angle Shutter style:- Top & Bottom rail 25x25x3mm M.S. Angle. Window panel :- 1.0mm C.R. Sheet. Panel stiffener covering width of each leaf :- 19x5mm M.S. Flat 2 nos. on each leaf Hinges size:- 100mm - 4 nos. (2 nos. on each side) bought out as per ISS. Hold fast:- 35x35x6mm M.S. angle 100 mm length bifurcated at the tip 2 nos. on each side Handle:- 19x5mm M.S. Flat fabricated - 2 nos(inside). Tower bolt: 4 nos. bought out as per ISS. Horizontal Grills:- 12mm M.S. Round at 100mm spacing as per direction of the Engineer-in-charge. (Ground Floor) |
| 49 | M.S. Window Grill, made out of M.S. Flat conforming to IS: 2062/2006, painted with Red oxide primer, as per the design approved by the purchaser as per direction of the Engineer-in-charge. (Ground Floor) |
| 50 | Labour for fitting & fixing M.S. Window Grills including cost of screws complete as per direction of the Engineer-in-charge. (Ground Floor) |
| 51 | Labour for fitting & fixing doors as per approved design including cost of all materials complete as per direction of the Engineer-in-charge. (Ground Floor) |
| 52 | Head Room |
| 53 | Supplying, fitting and fixing of openable UPVC doors with door frame of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures as per direction of the Engineer-in-charge. (Ground Floor) |
| 54 | Supplying, fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures as per direction of the Engineer-in-charge. (Ground Floor) |
| 55 | Providing fitting and fixing up partition walling OEL aluminum anodized section No. 9210 and 9207 as single groove and double groove respectively as horizontal and vertical memer and OEL section 4660 as Tapered clip for fixing up 12mm thick prelaminated board (Nova pan Make) and jointing angle No. 1855 including cost of materials all labour with T&P & Cess required for the work etc complete as per direction of Engineer-in-Charge. (Ground Floor) |
| 56 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (Ground Floor) |
| 57 | Priming one coat with any approved primer over iron work including cost of primer with sand papering, polishing the surface in all respect with cost, conveyance and taxes of all materials and labour with T&P and CESS required for the work etc. complete in all respect as per direction of Engineer-in-Charge. (Ground Floor) |
| 58 | Head Room |
| 59 | Painting 2 coat with any approved synthetic enamel paint over a coat of primer with brush to wood/iron work including cost, conveyance, taxes of all materials required for the work with all labour, T&P, Cess etc complete in all respect as per specification and direction of Engineer-in-Charge. (Ground Floor) |
| 60 | Head Room |
| 61 | Construction of Plain Pannelled (1.00m x 1.00m) concrete pavement of 125 mm thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade) coarse and fine agreegate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel form work laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying primer sealant near approaches to bridge / culvert and construction joints admixtures as approved, curing of concrete slab for 14-days as per MoRD including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty Cess, taxes & technical specification Clause 1501 and as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
