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| 1 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil upto 3 m depth |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade P.C.C grade M 10 (Banas/Bikaner quarry sand permitted only) (i) Nominal mix 1:3:6 |
| 3 | P.C.C grade M 10 |
| 4 | Nominal mix 1:3:6 |
| 5 | 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. |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 Drain perimeter=0.75+0.60+0.75=2.10m |
| 7 | R.C.C. grade M 25 |
| 8 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 9 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. |
| 10 | for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 11 | BOX CULVERT |
| 12 | Dismantling of Flexible Pavements |
| 13 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 |
| 14 | by mechanical means |
| 15 | Bituminous Courses & Granular Courses |
| 16 | Building Rubbish Stone metal (Grit and ballast etc.) for 1 km |
| 17 | Excavation for Structures |
| 18 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 19 | Ordinary soil upto 3 m depth |
| 20 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 |
| 21 | P.C.C grade M 10 |
| 22 | Nominal mix 1:3:6 |
| 23 | Precast Box Culvert - Providing and Fixing in position precast cement concrete Box - Culvert as per design and shape using coarse aggregate and fine aggregate derived from natural resources, ordinary portland / admixture as per design mix IS 456-2000 and standard like Indian standard international standard viz Japanese Industrial Standard (JIS) / Providing and Fixing in position precast reinforced cement concrete Box -Culvert or Cable Crossing Boxes as per design and shape, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /PortIand flag cement, admixture* in recommended proportions as per IS: 456-2000 and standard like Indian standard international standards viz. Japanese Induslrial Standards (JIS)/ US standard/EU standard having of strength not less than M-50. using Thermo-Mechanically created bars (TMT/TMX) FE SOOD or more conforming to IS 1786 reinforcement bar and capable of carrying a wheel load of 32.5 zones with earth cushion 0.20 m to 3.00 m for heavy vehicle movement. Precast reinforced cement concrete drains using, service Crossing / stormwater etc. Rale includes aII cost of material, labor charges at the plant, cost of reinforcement formwork and lifting accessories, and transportation up Io work at fhe site. Rate excludes unloading lhe material at site, bids, and lift. All work up to plinth level: making necessary holes of required sizes for carrying lhroug h service lines etc., providing steel hooks for lifting, etc. .the work exciting as per the direction of Engineer in-charge.Nole: Rate shall also include technical assistance for the installation of producls at one time. |
| 24 | 800 X 800 |
| 25 | Granular Sub-Base with Close Graded Material (Table:- 400-1) |
| 26 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. |
| 27 | Grade 1 |
| 28 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 29 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant 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 without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene 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 for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 30 | CHAMBERS |
| 31 | Excavation for Structures |
| 32 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 33 | Ordinary soil |
| 34 | Upto 3 m depth |
| 35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 |
| 36 | P.C.C grade M 10 |
| 37 | Nominal mix 1:3:6 |
| 38 | Providing and fixing factory-made precast RCC Chambers and covers, having of strength not less than M-50, using Thermo-Mechanically Treated bars. (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement, As per standard size reinforced , all as per direction of Engineer-in-charge. |
| 39 | Chamber - (800 X 800 X 1000) Wall Width up to 170mm |
| 40 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. Cement ContreteExisting Drain Perimeter = 2+0.75+2 = 4.75 |
| 41 | Providing and fixing factory-made precast RCC U-shape drain ( Precast T-25 ) drain covers, having of strength not less than M-50 using Thermo- Mechanically Treated bars. (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement, of size Lid for U-300x300 mm. As per standard size reinforced with 8 mm dia main longitudinal & 6 mm nos cross- sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 2 nos, including providing edge binding with M.S. flats of size 50 mm x 1.60 mm complete, all as per direction of Engineer-in-charge. |
| 42 | 900x900 |
| 43 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand) |
| 44 | Patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. |
| 45 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row |
| 46 | Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. |
| 47 | 750 mm dia |
| 48 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size |
| 49 | (22.5x25x)x30cm 2 Please Enable Macros to View BoQ information |
