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| 1 | Pumping out water caused by springs,tidal or river seepage,broken water mains or drains and the like.Area = 1/3(63.53+64.52+74.76)m X 1/3(41.53+40.28+41.42)00m Area = 67.60 m x 41.00 m |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed. -All kinds of soilFor desiltation of pond bed |
| 3 | Extra rates over item no. 2 for quantities of works, executed in or under water and/ or liquid mud, including pumping out water as required. |
| 4 | 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 m and lift up to 50 m and lift upto 1.50 m. - All kinds of soil. Qty = 2/3 of Item No - 2. |
| 5 | 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.For Footpath outside wall = 1x2(67.60 + 41.00)m = 217.20m x 0.45m x 0.50m = 48.87 cumFor protection wall = 217.20m x 2.70m x 2.00m =1172.88 cumTotal quantity = 48.87+1172.88 = 1221.75cum |
| 6 | Disposal of surplus excavated earth by mechanical transport Including loading, unloading up to 1.00 km Quantity = 1/3 of item no 2 & 5. |
| 7 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed:-All kinds of soil sqm . |
| 8 | 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. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and Shuttering-All work up to plinth level:(i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) cum.For wall Foundation = For Retaining Wall baseFor Walkway |
| 10 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregateFor Foot Path |
| 11 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)For Wall Base |
| 12 | 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 the cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)Railing Column |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 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-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)For Stair- Base- Wall-Waist Slab -Step - 2 x 1/2 x 11 x 3.00 x 0.40 x 0.15 m = 1.98 cumForPlinth Beam - |
| 14 | 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 Qnty item no (9+10+11)= 219.60 |
| 15 | Centering shuttering including shutterings, propping etc. and removal of form work for: Suspended floors, roofs, landing, balconies and access platform with 12 mm thick shuttering ply. |
| 16 | Foundations, footings, bases for columns etc. for mass concrete with timber plank. |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank - Plinth Beam. |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply. |
| 19 | 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 ) For Foothpath Wall -For Protection Wall - |
| 20 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) in/c neat cement punning. |
| 21 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-For post 100 mm dia 1x73x1.40=102.20mtr. @ 12.10 kg/mtr For Hand Rail 50 mm dia 1 x 3 x 217.20 = 651.60 mtr. @ 5.44kg/mtr. |
| 22 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.Fixed to steel pipe by welding. 1 x 217.20 x 1.75 = 380.10 Sqm @ 35.00 kg/Sqm |
| 23 | Furnishing & laying of the live sods of perennial turf forming grass on embankment slope of hill road, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, stacking the sods and watering as per MoRD Technical specification cl 309. |
| 24 | Providing & laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction,of approved size,design & shape,laid in required colour and pattern over and in/c 50 mm thick compacted bed of sand,filling the joints with fine sand etc. all complete as per specification and approval/direction of the E-IN-C. |
| 25 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture For Grill For Hand rail |
| 26 | Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) For Foothpath Wall For plinth beam & protection wall |
| 27 | Cartoon & animal shape Dustbin |
| 28 | Providing & fitting fixing of bench made of fibre & iron structure having length 5 ft & 16 inch width in/c structure for back side (sitting capacity for 3 person) in/ c necessary fitting fixing ( in/c civil works like brick work,plaster etc.) & painting etc. complete as per instruction of the E-lN C. |
| 29 | Single bamboo spur and palasiding of whole 1st class bamboo(Bholuka or Barua or Barak) 85mm to 100 mm dia and closely packed & driven @150 mm c/c including fitting, fixing with half 2nd class bamboo(Jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawings and technical specifications.(A) driven atleast 900 mm below ground and 1800 mm above ground. |
| 30 | Planting of trees by the road /pond side (avenue trees) in0.60 mt dia holes, 1.00 mt deep dug in the ground ,mixing the soil with decayed farm yard / sludge manure,planting the saplings ,back filling the trench,watering,fixing the tree guard & maintaining the plant for 1 year |
| 31 | Providing and installation of 2 HP Aerator of HSN CODE (8413) with 2 Hp single phase (220V)/ three phase (420V) power in/c 1.5 Kw 50 Hz pump motor along with 3 round float paddle, fram, 3 meter cable, air suction pvc pipe and digital panel etc |
