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| 1 | Earth work in Excavation of foundation &trenches of drains of septic tank ,soak wells etc. in all sorts of soil (including mixed soil but excluding lateriate of sand stone) including removing spreading or stacking the spoils with in lead of 75 meter as directed.The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water required complete.a)Depth of Excavation not exceeding 1.5 metre. |
| 2 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. |
| 3 | Earth Work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and remming etc.layer by complete.(Payment to be made on measurement of finished quantity.) a) With earth obtained from excavation of foundation. |
| 4 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm. As directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand . (payment to be made measurement of finished quantity ). |
| 5 | Ordinary Cement concrete (mix 1:3:6) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety (1:3:6 proportion) |
| 6 | Supplying and laying Polythene Sheet (150 gm/Sq.M.) over damp proof course or below flooring or roof terracing or in foundation trenches. |
| 7 | 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.i) Pakur variety |
| 8 | Reinforcements for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16G black annealed wire at every inter-section, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor / upto 4m. Tor Steel/ HYSDII. Other than SAIL/ TATA/RINL |
| 9 | Hire and labour charges for shuttering with centring and necessary stagging upto 4.0 meter using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs,beams & columns,lintels,curved or straight including fitting,fixing and striking out after completion of works.(up to roof of the ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 10 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick |
| 11 | Supplying dividing strip fitted and fixed with cement mortar (1:3) in mosaic or patent stone floor, dado etc. complete as per direction of the Engineerin- charge (ii) Aluminium - 25 mm. wide & 2mm. Thick |
| 12 | Direction and Place Identification Signs with size more than 0.9 sqm size Board Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 13 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 14 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in groundfloor (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr |
| 15 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 16 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (b) On steel or other metal surface, (ii) Two coats (white in shade) |
| 17 | Drilling by Direct Rotary method of drilling using 9 7/8” dia.bit for pilot bore follwed by bsequently reaming using 12 1/4” dia. ,15 \\" dia. and 17.5\\" dia. Rock Roller Bits/Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling. From 6 Mtr to 60 Mtr. |
| 18 | Supply and delivery of UPVC Medium Well Screen (RMS) Pipes with Ribs conforming to IS 12818:2010. (CIPET Certified) 150 mm dia. |
| 19 | Providing and laying of Filter media with granularmaterials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technicalspecification. |
| 20 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 21 | Supply and delivery of M.S .Centre guide (Special Type). |
| 22 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. |
| 23 | Geophysical investigation of the acquifer by electro logging system with all tools and plants as necessary including supply of necessary report. |
| 24 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(a) For Exposed WorkPVC Pipes150 mm. |
| 25 | 200 mm. |
| 26 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.i) Single Socketed 3 Meter Length 160 mm |
| 27 | ii) Door bend (T.S.): 160 mm |
| 28 | iii) Plain tee : 160 mm |
| 29 | xv) Vent cowl160 mm |
| 30 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or forunderground work including cutting trenches upto1.5 metre and refilling the same complete as perdirection of the Engineerincharge.(Payment will be made on centre line measurement of the total pipeline including specials.(B) Under ground160 mm dia |
| 31 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) 5 MT load bearing capacity round manhole coverprovided with two lifter hooks fitted with matching frame of sizeCover: 565 mm X 65 mm Frame: 665 mm X 125 mmopening: 470mmWeight: 90 kg (approx) |
| 32 | CGST 9% + SGST @9% |
| 33 | Cess @ 1% Please Enable Macros to View BoQ information |
