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| 1 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well. |
| 2 | Providing and laying of cutting edge of mild steel weighing 150 kg per meter of well foundation as per drawings and clause 1200 & 1900 of MORT&H Specifications (2001) . |
| 3 | RCC work in M-30 in well curb with cement, aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work. |
| 4 | RCC work in M-30 in well steining with cement aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work. |
| 5 | Sinking of 5 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 ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level. (i) depth below bed level up to 3.0M |
| 6 | ii) depth below 3.00 to 10 M |
| 7 | iii) Beyond 10.00 to 20.00 M |
| 8 | M 25 grade plain cement concrete with 10 per cent extra cement in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in bottom plug. |
| 9 | M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in intermediate plug. |
| 10 | Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001) |
| 11 | M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in well cap. |
| 12 | M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers |
| 13 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers caps |
| 14 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns |
| 15 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment top beams |
| 16 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in back walls |
| 17 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in wing walls |
| 18 | RCC M-35 in superstructure with cement approved coarse sand & 2cm gauge well graded grit including nece-sary shuttring placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all material labours T&P etc required for porper completion of wortk. |
| 19 | Supply and fixing and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 20 | M 25 grade renforced cement concrete approach slab excluding reinforcement as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) |
| 21 | M 15 ordinary grade plain cement concrete leveling course below approach slabs per drawings and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2001) |
| 22 | Supply and fixing of 100 mm dia PVC pipe for services in footpaths per drawings |
| 23 | Back filling behind abutment, wing wall and return wall with (Granular Sub-base) complete as per drawing and technical specifications |
| 24 | Supply, fitting and fixing in positions true to line and level 500 x 400 x 96 mm sixe elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001) |
| 25 | Providing and laying of a strip seal expansions joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation |
| 26 | Drawing and Design with vated |
| 27 | Survey and Soil Testing with all Report. |
| 28 | 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 300-2. |
| 29 | Laying of 1000 mm dia R.C.C. Hume pipe NP-3 Class for Water divert |
| 30 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) SOR 692 |
| 31 | Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 m. SOR 694 |
| 32 | 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 300-2. |
| 33 | Construction of granular sub-base Grading 1 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, as per section 400 of MORTH specifications complete in all respects. |
| 34 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification Clause 406 (4.14) |
| 35 | Providing and applying primer coat with SS2 grade 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. As per MORTH Specification Clause 502 (5.1) |
| 36 | Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Specifications section 500 / relevant IRC codes complete in all respects. |
| 37 | Providing and laying dense graded bituminous macadam Grading 1 with 80 - 100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (IOC/HPCL) @ 4.5 per cent, mini., by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification section 500 complete in all respects. |
| 38 | Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, as per MORTH Specifications 500 complete in all respects. |
| 39 | Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (IOC/HPCL) @ 5.4 per cent, mini., of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications 500 complete in all respects. |
| 40 | Type - 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. (As per Lko SOR Ch-26 sl no-26) |
| 41 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) |
| 42 | Construction of Embankment with approved material obtained from Borrow-pits with all leads & lifts, transporting to site, spreading, grading to required slope and compacting to meet requirements etc as per MORD clause 300.1 AND 300.2 with a lead upto 1000m.as per technecal specification clause 301.5. |
| 43 | Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification. |
| 44 | Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification Please Enable Macros to View BoQ information |
