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| 1 | Earth work in excavation by mechanical means (HydraulicExcavator )/ 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils B/1.8 |
| 2 | Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinthlevel. 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size. .( B- 3.1.6 ) |
| 3 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in Cement Mortar 1:6 .: ( B /6.1.6 ) |
| 4 | B-11.2 Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with River sand complete. |
| 5 | B-56/3.8 Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 6 | B-17/4.9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 7 | B-65/12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. |
| 8 | B-39/9.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 9 | B-40/9.8 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 10 | B-71/12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 11 | B-70/12.42 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 12 | B-48/10.8 Providing non-asbestos high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (As per IS: 14871) roofing upto any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete excluding the cost of purlins, rafters and trusses corrugated sheets and including cutting to size and shape wherever required. |
| 13 | B-11/3.1.2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work upto plinth level.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size). |
| 14 | H-1/1.1.1 Supply of dry manure including loading unloading,transportation & stacking a site :Fram yard manure (organic).Fram yard manure (organic) |
| 15 | H-1/1.3 Supply & Stacking good earth at site complete including loading unloading & transporation etc. |
| 16 | H-1/1.4.5 Supply of insecticides & pesticides at store in dust/liquid form complete:Cholorophyriphos 20 Ec. |
| 17 | H-5/2.2 Digging pits in ordinary soil & refilling the same withthe excavated earth mixed with manure in the ratio of2:1 by valume (2 parts of stacked valume of earth afterreduction by 20% 1 parts of stacked volume of manureafter reduction by 8%) flooding with water anddressing including removal of surplus earth (Costof manure or extra good earth if needed to be paidseparately) pit dia 60 cm x 60 cm deep. |
| 18 | H-5/2.1.1 Spreading of manure and good earth in requiredthickness (cost of manure and good earth to be paidseparately). |
| 19 | H-3/1.11.1 Supply of different variety of tree/ shrubs/climbersaccording to height and age of the plant atsiteincludingloading/unloading & transportation etc. complete :Different flowering plants 900 mm to 1500 mm |
| 20 | H-3/1.11.3 Supply of different variety of tree/ shrubs/climbersaccording to height and age of the plantatsiteincludingloading/unloading & transportation etc.complete Different varieties of climbers 900 mm to 1500 mm. |
| 21 | H-7/3.3 Planting of trees/Shurbs/hedge & climbers plants at desired distance in a row & watering |
| 22 | H-4.2 Maintenance of plants by the contractor including pots/ bids watering preparation of Thavala Hoeing weeding etc. &application of insecticides etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost. |
| 23 | H-7/3.1.2 Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc. (Cost of manure ofextra good earth to be paid separatley) Maintenance of lawns for 30 days of more till the grass forms a thick lawns free fromweeds & fit for mowing in the duration of planting if lawndie some where the contractor will replant it at his own cost : In rows 7.5 Cms. apart in either direction. |
| 24 | H-2/1.6.1 Supply of different sized pots at site store includingloading unloading & transporation etc. : Cement pot 300 mm size. |
| 25 | B--5/1.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish leadupto 50 Mtr. and lift upto 1.5 Mtr. : All kinds of soil. |
| 26 | B-11.38.3 (A) Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 27 | B-43/9.38.3 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20×3 mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding framework) of size :Welded mesh 25 mm × 25 mm × 2.1 mm. |
| 28 | R -3.5 (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross- sections, and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000m as per MoRTH Specification Clause 301.3 |
| 29 | Construction of un- reinforced, plain cement concrete pavement M30(Grade), thickness as per design, over a prepared subbase, with43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C.from transit mixer to site of laying, with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/retard setting of concrete, improve workability with out impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver(laying and fixing of 150 micron thick poly thene Film and finished in continuous operation including provision of contraction and expansion,construction joints, applying debonding strips,primer,sealant near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 30 | R/16.35.4 Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60cm length over 20mm thick base of cement mortar 1:6 including jointing earthwork , pointing & jointing with cement mortar 1:4 of size 20 x 25 cm Please Enable Macros to View BoQ information |
