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| 1 | Foundation |
| 2 | Providing and laying cutting edge of mild steel weighting 40 kg per mtr for well foundation and technical specification. (MORT&H - 12.10 1200 & 1900) |
| 3 | Plain/Reinforced Cement Concrete in Well Foundation complete as per drawing and technical specification |
| 4 | RCC Well Curb in M30 Grade (MORT&H - 12.11A Case-II) |
| 5 | RCC Well steining in M30 Grade (MORT&H - 12.11B Case-II) |
| 6 | RCC False steining in M30 Grade (MORT&H - 12.11B Case-II) |
| 7 | PCC Bottom Plug in M25 Grade (MORT&H - 12.11C Case-II) |
| 8 | PCC Intermediat Plug in M25 Grade (MORT&H - 12.11D Case-II) |
| 9 | RCC Well Cap in M30 Grade (MORT&H - 12.11F Case-II) |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specification (MORT&H - 12.40 1600) |
| 11 | Sinking of 6.00 M External; diameter well (other than pneumatic method of sinkign) through all types of strata namely sandy soil/clayee soil as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. |
| 12 | Sinking Abutment Well |
| 13 | 0 M to 3 M (MORT&H - 12.12 1200 - A-I) |
| 14 | 3 M to 10 M (MORT&H - 12.12 1200 - B-II) |
| 15 | 10 M to 20 M (MORT&H - 12.12 1200 - B-III) |
| 16 | 0 M to 3 M (MORT&H - 12.12 1200 - B-I) |
| 17 | 3 M to 10 M (MORT&H - 12.12 1200 - B-II) |
| 18 | 10 M to 20 M (MORT&H - 12.12 1200 - B-III) |
| 19 | 20 M to 30 M (MORT&H - 12.12 1200 - B-IV) |
| 20 | Sand Filling in Wells complete as per drawing and technical speicification. (MORT&H - 12.21 1207) |
| 21 | Sub structure |
| 22 | Plain/Reinforced Cement Concrete, in Sub Structure complete as per drawing and technical specification. |
| 23 | RCC Pier In M35 Grade (MORT&H - 13.5 H, r ) |
| 24 | Abutment Column in M35 (MORT&H - 13.5 H, r ) |
| 25 | RCC Pier Cap In M35 Grade (MORT&H - 13.5 H, r ) |
| 26 | Abutment Top Beam in M35 (MORT&H - 13.5 H, r ) |
| 27 | RCC in Pedestal in M40 Grade (MORT&H - 13.5 I, Case II ) |
| 28 | Seismic Arrester in M40 (MORT&H - 13.5 I, Case II ) |
| 29 | Back wall /Wing wall/ Parapet wall In M35 (MORT&H - 13.5 H, r ) |
| 30 | Supplying, fitting and placing HYSD bar reinforcement in Sub Structure complete as per drawing and technical specification (MORT&H - 13.6 1600 & 2200) |
| 31 | 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 east 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 - 13.18 2000 & 2200 ) |
| 32 | Super structure |
| 33 | Furnishing and placing reinforced/restressed cement concrete in super structure as per drawing and technical specification. |
| 34 | PSC Main Beam M45 (MORT&H - 14.1 F - II r) |
| 35 | RCC Deck Slab - M40 (MORT&H - 14.1 E - II r) |
| 36 | Cross Beam M45 (MORT&H - 14.1 F - II r) |
| 37 | RCC Crash Barrier M40 (MORT&H - 14.1 E - II r) |
| 38 | RCC Foot Path M40 (MORT&H - 14.1 E - II r) |
| 39 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification (MORT&H - 14.2 -1600) |
| 40 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and technical specification. (MORT&H - 14.3 -1800) |
| 41 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (MORT&H - 14.4 -2702) |
| 42 | Providing and laying of a strip seal expension joint catering to maximum horizontal movement upto 70mm complete as per approved drawing and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation (MORT&H 14.21 - 2607) |
| 43 | Drainage spout complete as per drawing and technical specification. (MORT&H - 14.9 -2705) |
| 44 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (MORT&H - 12.8 A -Case I) |
| 45 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. M30 (MORT&H - 14.11 ) |
| 46 | Providing, Fitting & Fixing G.I. pipe 65mm Rialing complete as per drawing and technical specification (MORT&H - 14.8) |
| 47 | 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. (MORT&H - 14.16 -800) |
| 48 | Approach Road |
| 49 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 And 300-2. with lead upto 1000 mtr. as per drawing and technical specification (MORT&H - 3.16 -305) |
| 50 | 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 ) (125 mm thk) (MORT&H -4.1 B) |
| 51 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grading -II) (75 mm thk) (MORT&H -4.11 A ii- 404) |
| 52 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grading -III) (75 mm thk) (MORT&H -4.11 A iii- 404) |
| 53 | Providing and applying primer coat with SSI bitumen emulsion 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 (MORT&H - 5.1 - 502 A-I) |
| 54 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORT&H - 5.2 - 503 -I) |
| 55 | Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen 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 not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. (MORT&H - 5.7 - 510) |
| 56 | Seal Coat Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Case - II : Type B ( MORT&H - 5.9 ii - 511) |
| 57 | Paver Block Soling |
| 58 | Construction Of K.C. Drain as per drawing and technical Specification |
| 59 | Construction Of Chute Drain as per drawing and technical Specification |
| 60 | Type - A, \\"W\\" : Metal Beam Crash Barrier 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 as per clause 811 (MORT&H - 8.23 - 811 A) |
| 61 | Additional Approch Road |
| 62 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 And 300-2. with lead upto 1000 mtr. as per drawing and technical specification (MORT&H - 3.16 -305) |
| 63 | 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 ) (125 mm thk) (MORT&H -4.1 B) |
| 64 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grading -II) (75 mm thk) (MORT&H -4.11 A ii- 404) |
| 65 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grading -III) (75 mm thk) (MORT&H -4.11 A iii- 404) |
| 66 | Providing and applying primer coat with SSI bitumen emulsion 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 (MORT&H - 5.1 - 502 A-I) |
| 67 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORT&H - 5.2 - 503 -I) |
| 68 | Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen 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 not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. (MORT&H - 5.7 - 510) |
| 69 | Seal Coat Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Case - II : Type B ( MORT&H - 5.9 ii - 511) |
| 70 | Protechtion Work |
| 71 | Earth Work excavation of Foundation in 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 back filling with approved materials (MORT&H - 12.1 -304) |
| 72 | Providing and laying of Filter materials underneath pitching in slopes complete as per drawing and technical specifications (MORT&H - 15.5 - 2504) |
| 73 | Providing and laying of Pitching Slopes laid over prepared filler media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications (MORT&H - 15.4 - 2504) |
| 74 | Apron (MORT&H - 15.4 - 2504) |
| 75 | Toe Wall (MORT&H - 15.4 - 2504) Please Enable Macros to View BoQ information |