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| 1 | Foundation |
| 2 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 3 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. |
| 4 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification:RCC in Well Curb M-30 |
| 5 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification:RCC in Well Steining M-30 |
| 6 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification:RCC in False stenning M-30 |
| 7 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification:PCC in Bottom Plugging M-25 |
| 8 | top Plug |
| 9 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification:RCC in Well cap M-35 |
| 10 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 11 | SINKING: Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level |
| 12 | 0M-3M |
| 13 | 3M-10M |
| 14 | Soft Roock |
| 15 | 10M-20M |
| 16 | 20M- 30M |
| 17 | Hard Roack |
| 18 | Anchoring of well |
| 19 | Sand Filling |
| 20 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. |
| 21 | RCC pier in M35 |
| 22 | RCC in Pier Cap M-35 |
| 23 | RCC in abutment M-30 |
| 24 | RCC In Top Beam in M35 |
| 25 | RCC in Padestal in M40 Grade |
| 26 | RCC in Back Wall, wing Wall & Parapet M-30 |
| 27 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 28 | POT & PTFE Bearings: Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. (MoRT&H Data Book Item No. 13.16) |
| 29 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. |
| 30 | PSC Main Beam M-45 |
| 31 | RCC in deck slab M-40 |
| 32 | RCC in cross beam M-40 |
| 33 | RCC in crash barrier M-40 |
| 34 | RCC in Footpath M-40 |
| 35 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 36 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications |
| 37 | C.C. Wearing Coat :Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 38 | Strip seal expansion Joint: Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the |
| 39 | Drainage Spouts : 'Drainage Spouts' complete as per drawing and Technical specification |
| 40 | Appoach Slab (Lean) : PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification in M-15 |
| 41 | Approach Slab (Main) : Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification in M-30 |
| 42 | Crash barrier pipe Railing : Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job |
| 43 | Painting on concrete surface : Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 44 | APPROACH ROAD |
| 45 | Earth Work in filling for making Embankment with 12.0m Top width & 1:2 Side Slope with Carted Earth with in 5.0km area. |
| 46 | Lime Stabilisation for Improving Sub-grade: Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 per cent slaked lime using Binder spreader Machine, having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade |
| 47 | Granular Sub-Base with Graded Material (Table:- 400-1)Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 48 | WBM G2 |
| 49 | WBM G3 |
| 50 | 20 mm thick PC |
| 51 | Seal Coat |
| 52 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 53 | Brick soling with straight over burnt bricks laid on Edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8\\") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.SOR Sl. No. 762(b) |
| 54 | Metal Beam Crash BarrierType - A, \\"W\\" : Metal Beam Crash BarrierProviding and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.(Rate From SOR LKO Traffic Signs Work Sl No. 14) |
| 55 | PROTECTION WORK |
| 56 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty). S.I. 253 |
| 57 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. |
| 58 | Providing and laying stone boulder pitching using 25-60 kg stone boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications (MORT&H Specification no 2504) |
| 59 | Providing & Laying Launching of Toe Wall |
| 60 | Providing & Laying Launching of Apron |
| 61 | Construction of K.C. Drain |
| 62 | Construction of Chute Drains |
| 63 | CAT EYE (L.S) |
| 64 | Sign & Signage (L.S) |
| 65 | Road Making with Hot Applled Thermoplastic Compound with Reflection Glass (LKO SOR Chapter 26 Sl. No. 2) |
| 66 | Overhead Signs (LKO SOR Chapter 26 Sl. No. 07) Please Enable Macros to View BoQ information |
