|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m,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 | Providing and laying dry flat brick flooring in required pattern complete. |
| 3 | Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burntbrick aggregate 20 mm nominal size) |
| 5 | First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level:1:2:4 ( 1 Cement:2 fine sand : 4 graded stoneaggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-1:2:4 ( 1 Cement:2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 10 | Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for massconcrete with timber plank |
| 11 | Centering shuttering including struttings, propping etc. and removal of form work for:Columns, Pillars, Piers, Abutments, Posts and Struts withwooden plank |
| 12 | Centering shuttering including struttings, propping etc. and removal of form work for:Lintels, beams, plinth beams, girders, bressumers andcantilevers with wooden plank |
| 13 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 14 | 12 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 15 | 12 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) in/cl Neat cement punning |
| 16 | Providing and fixing chequered terrazo tiles 22 mm thick with graded marble chips of size upto 6 mm, laid on floors, footpath & courtyard on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing etc. all complete as per direction of Engineer-in-charge. Dark shade pigment using ordinary cement |
| 17 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:-In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 18 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :-All kinds of soil |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 20 | Cleaning and excavation of slush/liquid soil, silt etc. From the existing drain bed in/cl requered lift & iead directly upto Hapania dumping ground or any other suitable place by mechanical meance as per direction of the Engg-in-charge. |
| 21 | Providing & installation of 2 HP Aerator of HSN CODE(8413) with 2 HP single phase (220V)/three phase (420V) power in/cl 1.5 KW 50 Hz pump motor along with 3 round float paddle, fram, 3 meter cable, air suction pvc pipe & digital panel etc. |
| 22 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 23 | Supply & Spreading of 2nd class brick bats at banks as per direction of engineering -in-charge. |
| 24 | Turfing with SodsFurnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sodsand watering as per MoRD Technical Specification Clause309. |
| 25 | Providing weep holes in brickmasonry/ stonemasonry, plain/ reinforcedconcreteabutment,wingwall, returnwall with100mmdiaACpipeoruPVCpipe(110mmODof6.0 kg/cm2 pressure)extendingthroughthe fullwidthof the structureswithslopeof 1(V):20(H) towardsdrawing face completeasperdrawingandMoRDtechnical specificationclauses 614, 709, 1204.3.7. |
| 26 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of TestCertificate issued by the Manufacturer] : New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture |
| 28 | Supplying bamboo (1st class) 85 mm to 100 mm dia and making shoe with end tappered upto 300 mm from the bottom of the bamboo as per drawing and specification. |
| 29 | Handling and driving bamboo (1st class) 85 mm to 100 mm dia upto the length required by heavy hammer as per drawing and specification. |
| 30 | Providing and fitting, fixing bamboo (1st class) 85 mm to 100 mm dia for horizontal, diagonal bracing, strut etc. with nails / spikes and binding wire (GI 2.00 mm) as perdrawing and specification. |
| 31 | Providing and fitting, fixing double layer split muli bamboo tatti lining in position as per drawing and specification. |
| 32 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. Please Enable Macros to View BoQ information |
