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| 1 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, upto 1km transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density. As per intregated SOR page 83 item 1.1.2 |
| 2 | Supply and Laying of Geo textile (sheet) made of 240 gsm woven multifilament polypropylene yarn for filter material underneath pitch in slopes complete. As per intregated SOR item m107 |
| 3 | 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) |
| 4 | Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches.as per DSR 2.8.1 |
| 5 | Cement Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work.as per S.I. No. 280 |
| 6 | Furnishing & Placing reinforced/ cement concrete in super structure a perdrawing and Technical Specification DSR5.3 |
| 7 | Mild steel or iorn work in plain work such as in reinforced concrete or reinforcedbrick work (when not included in over all rates) wrought to required shapes as necessary and bending for the proper coppletion of the work and including supply of steel and its wastage etc. and all labour and tools and plants required for proper completion of work Note: the steel shall be bent cold and bends hooks and authorised over lapping shall be measured. |
| 8 | Providing and ercting a \" W \" metal beam crash barrier comprisng of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m center to center 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 confirm to IS:1367 and IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel sction 150x75x5 mm. 330 mm long complete as per clause 810 |
| 9 | Finishing walls with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all material, labour and tools & plants etc. required forproper completion of the work. As per DSR13.44.1 |
| 10 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required shade(Two or more coat applied @ 1.43 Ltr/10Sqm over and including base coat of water proofing cement paint applied @ 2.20kg/10sqm.) As per DSR13.46.1 |
| 11 | Construction of K.C. Drain |
| 12 | Construction ofChute Drain |
| 13 | Providing and laying 7.50 cm compacted thickness of stone aggregates of specific sizes 22.4-53 mm of water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -3 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge. |
| 14 | Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503. |
| 15 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat ofType Cas per Technical Specification Clause 508. |
| 16 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 |
| 17 | Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of brick filling joibts with local earth spreading a blinding coat of 1cm. (3/8\") depth of local earth of P.I.5 to 7 or sand over the entire surface & including labour, T & P etc. required for proper completion of the work. as per S.I. No. 762b |
| 18 | Earth work in patries with ordinary soil (loam,clay and sand) excavationto be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, slopes and also including 1.5 m lift and 30 m lead the earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-In-Charge including mechanically compaction without royalty as per ( S.I. No. 253) in |
