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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not execeeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottom, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport up to a lead of 5km also including ramming and watering of earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 4 | Extra for every additiona lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 5 | Supplying and filling in plinth with Sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | clearing jungle including uprooting of rank vegetation grass,bush,wood,trees and saplings of girth up to 30cm--- |
| 7 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsiable concentrate of 20% |
| 8 | Along the external wall below concrete or masonary apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos / Lindane E.C. 20% with 1% concentration |
| 9 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 Coarse sand) to match the existing floor. With Chlorpyriphos / Lindane E.C. 20% with 1% concentration |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost 0f centering and shuttering - All work up to plinth level. 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural source :6 graded stone aggregate 20mm nominal size derived from natural sources) |
| 11 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) derived from natural source :8 graded stone aggregate 20mm nominal size derived from natural sources) |
| 12 | Centering and shuttering including strutting, Propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 13 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand(xone-III) derived from natural sources:4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 14 | Extra for providing &mixing waterproofing material in cement concrete work in doses by weight of cement as per manufacturers specification per bag of 50 kg cement use |
| 15 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per squre metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 16 | Centering and shuttering including strutting, Propping etc. and removal of form work for : Foundations, footings, bases for columns etc. for mass concrete |
| 17 | Centering and shuttering including strutting, Propping etc. and removal of form work for : Lintel, beams, plinth beams, girders |
| 18 | Centering and shuttering including strutting, Propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts and struts |
| 19 | Steel Rainforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo -Mechanically treated bars of grade Fe-500D or more. |
| 20 | providing and laying in position ready mixed or batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sourcees, Portland Pozzolana ? Ordinary Portland / Portland Slag cement, admixtures in recommended proporations as per IS : 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 23 | Cement mortar 1:4 ( 1cement : 4 coarse sand) |
| 24 | Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 ( 1cement : 4 coarse sand) |
| 25 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 26 | Providing and fixing 1mm thk MS sheet door with frame 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6 mm for diagonal braces and central cross piece |
| 27 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked togather through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454-part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover. |
| 28 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked togather through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454-part 1 and M.S. top cover of required thickness for rolling shutters. Providing and fixing ball bearing for rolling shutters. |
| 29 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked togather through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454-part 1 and M.S. top cover of required thickness for rolling shutters. Providing and fixing bolts including nuts and washers complete. |
| 30 | Providing and fixing at all heights,levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curveture with hex cap headed self drilling/tapping stainless steel screws M6, 50mm long with 3mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). |
| 31 | Providing and fixing of pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71mm thickness ,Alloy 31500 (IS designation) ( Aluminium Alloy (AA) 3004 (ISO designation)). For colour, coating shall be 5-7 microns, using self drilling/tapping SS screws of size 6x 50 mm with 3mm thick EPDM seal and SS plain washer complete: Precoated/mill finish aluminium Ridge plain (500-600 mm) |
| 32 | Providing and fixing of pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71mm thickness ,Alloy 31500 (IS designation) ( Aluminium Alloy (AA) 3004 (ISO designation)). For colour, coating shall be 5-7 microns, using self drilling/tapping SS screws of size 6x 50 mm with 3mm thick EPDM seal and SS plain washer complete: Precoated/mill finish aluminium flashings/ Aprons (Upto 600 mm) |
| 33 | Precoated/mill finish aluminium Gutter |
| 34 | 1:4 (1 cement: 4 coarse sand) |
| 35 | cement plaster 1:3 (1 cement: 3coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 36 | 18mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. |
| 37 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand & anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. |
| 38 | Distempering with oil bound washable distemper of approved brand and manufacturer in desired shade to give an even shade complete on new work ( two +one more coats ) over and including priming coat. |
| 39 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 40 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 41 | Two or more coats on new work an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 42 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40mm dia M.S. tube 1.5 m centre, horizontal & vertical tubes joining with cup & lock system with M.S. Tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building atc whwreever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 43 | Demolition cement concrete manually/ by mechanical means including disposal of material with in 50 metres lead as per direction of Engineer-in-charge Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 44 | Demolition RCC work manually/ by mechanical means including stacking steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge. |
| 45 | Demolition brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 46 | Providing and laying 150mm thk, neat, clean, dust and stain free in true line & level M25 grade plain/reinforced cement concrete VD floors to be laid in maximum panel size of 4 mtr. x 10 mtr. And vibrating the same with screed vibrator so as to get cement slurry on top. The top surface shall be smooth finished without adding extra cement slurry (self finish) by mechanical trowel. Vacuum dewatering to be carried out. (Only TREMIX / AQUIRIOUS system to be used). The panels shall be poured in the diagonally opposite manner. The rate shall include providing and laying panel shuttering of channels or angles, curing by flooding the water for at least 7 days, cleaning of surface to make it dust free before laying the concrete, uniform shade finished surface. The rate shall include filling of construction joints with MM-80 Semi-Rigid epoxy joint filler or MYK make filler. The rate shall also include opening of construction joints up to 30mm depth of floor and 4 mm wide and panel size will be 4x5 mtr with the help of power blade. Note:- (Minimum cement content for this item 330 Kg/cum and excess / less cement used as per design mix report.) |
| 47 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ Single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 450 mm dia piles |
| 48 | Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 450 mm dia piles |
| 49 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge.Note: 1. Initial and Routine load Test shall not be carried out by Dynamic method of testing. Note: 2 Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Routine test ( Test Load 1.5 times of the safe Capacity) |
| 50 | Providing and laying Non Shrink Grouting material like foscrock,Sika etc. |
| 51 | Provding laying and spreading material on a prepared sub grade, adding cement @2% by weight to the spread material manully, mixing in place with rotavator and compacting with the vibro road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.( GSB) 45-63 mm gauge |
| 52 | Supplying, Even Spreading and Applying approved make Natural Cement Colour Non Metallic floor hardener (50 Grade) compound of over the concrete floor surface, the rate is inclusive finished smooth with the mechanical power trowel.(5.0 kg per sq.mtr hardender Spreading) (Make-FOSROC /Samrock/ BASF) |
| 53 | Supply & laying of 250 micron HDEP Sheet including 500mm overlap joints and joints sealed with heating and brown tape. |
| 54 | Providing laying and fixing in position 2mm thick Translucent Roof light sheets matching to the roof sheet profile with necessary fixtures, etc. complete. |
| 55 | Providing and fixing PVC pipe ( Kisan ,Supereme or equivalent) 6kg per sqm pressure 15 cm dia. along with paerapets to allow unhindered longitudinal (as per sheer attached Please Enable Macros to View BoQ information |
