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| 1 | Earth work in excavation for foundation of structure upto 3 m depth as perdrawing and technical specification clause 1104 for rural roads of MORD including setting out ,construction of shoring and bracing ,removal of stumps and other deleterious matter,dressing of sides and bottom and backfillingwith approved material.a) Loose or soft soil |
| 2 | Earth work in filling in foundation trenches or plinth with goodearth,inlayersnotexceeding150mm.includingwateringandrammingetc.layerbylayercomplete.(payment to be made on the basis of finished quantity of work)a) With earth obtained from excavation of foundation. |
| 3 | Laying (First Class )bedding on well compacted sand,moored or approved granular materialmas per clause 1105 (ii) for Rural Roads of MORDStone shingles |
| 4 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal sizeexcluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. |
| 5 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree |
| 6 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. |
| 7 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per TechnicalSpecification Clause 1106 for Rural Roads of MORD.(A) 1800 mm dia (A) Labour |
| 8 | (B)Material |
| 9 | Providing and laying of boulder apron laid in wirecrates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaveddiagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than40 kg each. D/S & U/S apron |
| 10 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) Carriage upto3km |
| 11 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortarca) 10 mm thick plaster |
| 12 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor,drain etc. |
| 13 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to beapproved by the Engineer-in-charge. |
| 14 | R.C. Guard post Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of roundshaped 8mm dia rods used as binders; the placing ofthe first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage ofR. C. Guard Post with due care to the site including loading into the truck and unloading at sitecomplete in all respect. With Pakur variety stone chips |
| 15 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on twoRC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate isinclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 16 | GST 12 % |
| 17 | LABOUR CESS |
