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| 1 | Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect. |
| 2 | Supply and filling of local sand in foundation and plinth including cost of sand, cartage upto site and placing in position ramming dressing and levelling required for proper completion of the work. |
| 3 | (M-10) Concrete with 40mm. gauge stone ballast in 1:3:6 cement , sand and approved grit in foundation including supply of all materials labour tools and plants etc. required for proper completion of the work. |
| 4 | (M-25) R.C.C work for raft foundation with cement approved coarse sand and 2 cm. gauge approved dalla grit proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24BWGGI binding wire complete in all respect. |
| 5 | M-150 brick work in 1:3 cement and C.sand mortar in foudnation and plinth including all materials labour tools and plants etc. complete work. S.I.NO. 307 |
| 6 | Same as item no. above but in sub structure including necessary cutting and moulding of brick complete in all respect. |
| 7 | Providing and fixing of weep holes with 110mm. dia P.V.C. pipe including supply of all materials labour tools and plants etc. complete work. |
| 8 | (M-25) R.C.C. work with cement approved coarse sand and 2 cm. gauge approved dalla grit proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24BWGGI binding wire complete in all respect. for Bed block |
| 9 | (M-25) R.C.C. work with cement approved coarse sand and 2 cm. gauge approved dalla grit proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24BWGGI binding wire complete in all respect |
| 10 | Mild steel or iron work in plain work such as R.C.C. or R.B. work complete in all respect. |
| 11 | Plain/reinforced cement concrete (M-25) in wearing coat complete as per drawing and Technical specification |
| 12 | Struck cement pointing in 1:3 cement and fine sand mortar complete in all respect. |
| 13 | Providing of pumping set with insulation for dewatering of seapage in foundation with all materials labour tools and plants etc. required for proper complete work |
| 14 | Providing and laying filter materials underneath pitching in slopes complete as pdr drawing and technical specification' |
| 15 | 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 |
| 16 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 17 | Earth work for 95% proctor density mechanically compacted in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2M in depth and embankment work to be in 20cm. Layers including ramming dressing complete work. SI NO. (253(a)+253(b) & royalty charges. |
| 18 | Constn. Of Subgrade and earthen shoulder with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5 |
| 19 | Providing, laying and spreading on a prepared sub grade, adding cement @ 2%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of sub base. |
| 20 | Providing, laying and spreading on a prepared sub base, adding cement @ 4%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of base. |
| 21 | Providing and applying Tack coat with bitumen using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5.2 |
| 22 | Cleaning the existing water bound surface and laying premix 2 cm. thick over a tack coat with graded approved grit and bitumen including roller, Machinery, heating the paint to the required temperature and mixing including cartage of materials, maintenance of side patries and watering them during operation for proper completion of the work. |
| 23 | Cleaning the premix surface and laying Seal coat (Type \\"C\\") with approved 6-7mm. Graded grit and bitumen including Roller, Machinery annd heating the paint to the required temperature including cartage of materials, maintenance of patri and watering. |
| 24 | Earth work in both side of road for making patries after construction including ramming dressing, levelling etc. required for proper completion of the work. Please Enable Macros to View BoQ information |
