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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per MORTH Technical specification 304 B 15.01 & as per direction of Engineer-in-charge. |
| 2 | Sand Filling in FDN complete as per Drawing and MORTH Technical Specifications Clasue 304 SR No. 12.03 & as per direction of Engineer-in-charge. |
| 3 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per morth specification 2100 Sr No. 12.04 & as per direction of Engineer-in-charge. |
| 4 | Plain/Reinforced cement concrete in sub-structure Grade M25 using batching plant transit mixer & Manual Placing in open foundation complete as per drawing and technical specification MORTH 1500, 1700 & 2200 Sr No. 15.11 E Case II & as per direction of Engineer-in-charge. |
| 5 | PCC Grade M20 using batching plant transit mixer & Manual Placing in open foundation complete as per drawing and technical specification MORTH 1500, 1700 & 2100 Case II Sr No. 15.11 BII) & as per direction of Engineer-in-charge. |
| 6 | PCC Grade M-30 (Wearing Coat)Provinding and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and techincal specifications No. 2702 Sr No. 15.2 & as per direction of Engineer-in-charge. |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications as per morth specification 1600 & 2200 Sr No. 13.06 & as per direction of Engineer-in-charge. |
| 8 | Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete & as per direction of Engineer-in-charge. |
| 9 | Weep Holes : Providing weep holes in rainforcement concreet slab ,abutment, wing wall with 110mm dia PVC pipe extended through the full width of structure with slope of 1V:20H as per Technical Specification Clause 2706 and 2200 & as per direction of Engineer-in-charge. |
| 10 | Drainage Spouts complete as per drawing and MORTH Technical Specification Clause 2705 Sr No. 15.17 & as per direction of Engineer-in-charge. |
| 11 | Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and MORTH Technical Specification Clause 710.1.4.of IRC 78 & 2200 Sr No. 15.23 & as per direction of Engineer-in-charge |
| 12 | Providing and laying Pitching 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 MORTH 2503 Sr No. 16.01 & as per direction of Engineer-in-charge |
| 13 | Providing 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 in all respect as per MORTH Technical Specification Clause 811 sr no. 8.23 & as per direction of Engineer-in-charge. |
| 14 | 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. MORTH Technical Specification Clause 800 Sr no. 14.16 & as per direction of Engineer-in-charge. |
| 15 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works as per direction of Engineer-in-charge. |
| 16 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification & as per direction of Engineer-in-charge. |
| 17 | Construction of Embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300.2 with a lead upto 1000 m complete in all respect as per MORD Technical Specification Clause 301 & as per direction of Engineer-in-charge. |
| 18 | Providing & Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 & as per direction of Engineer-in-charge. |
| 19 | Providing & Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets as per direction of Engineer-in-charge. |
| 20 | Construction of Embankment with Material Obtained from Borrow Pits/Right of way with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m complete in all respect as per MORD Technical Specification Clause 301 & as per direction of Engineer-in-charge. |
| 21 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 401 & as per direction of Engineer-in-charge. |
| 22 | WBM Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-2 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge. |
| 23 | WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge. |
| 24 | Brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class M-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and T&P etc.complete in all respects & as per direction of Engineer-in-charge. |
| 25 | Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respect as per MORD Technical Specification Clause 502 & as per direction of Engineer-in-charge. |
| 26 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous surface cleaned with mechanical broom complete in all respect as per MORD Technical Specification Clause 503 & as per direction of Engineer-in-charge. |
| 27 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 2/3 part 13.2 mm approved stone grit (100% passed from 22.4 mm sieve and retained on 11.2 mm sieve) & 1/3 part 11.2 mm approved stone grit: (100% passed from 13.2mm sieve and retained on 5.6 mm sieve) using bitumen VG-10 @ 1.46 kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity, laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 506 & as per direction of Engineer-in-charge. |
| 28 | Providing and laying seal coat Type C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.7 mm size approved stone grit (100% passed from 9.5 mm sieve and retained on 2.36 mm sieve) and bitumin binder VG-10 @ 0.65 kg/sqm laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 508 & as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
