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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. Ordinary soil, Manual Means, Depth up to 3 m |
| 2 | PCC 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size |
| 3 | Reinforced cement concrete M-25 in sub structure usingbatching plant upto ht 5 mtr |
| 4 | Reinforced cement concrete M-20 in sub structure using batchingplant upto ht 5 mtr |
| 5 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & technical specification |
| 6 | Making dewatering arrangement by pumping set 4‘‘ *4‘‘ (Tractor driven) |
| 7 | Removal/ Clearance of slush from wet drains by mechanicalmeans |
| 8 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting tothe embankments locations location with all lifts & leads |
| 9 | Filling stones or spalls into crates and hand packing |
| 10 | Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) |
| 11 | Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 12 | Tipping wire crates including equipment |
| 13 | Cement concrete (M-7.5) With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 14 | Weaving wire netting for wire crates including binding sides and partitions to make crates of 15 cm x15 cm or 25 cm x 7.5 cm mesh ( crate size 6x4x3 & 6x3x3) |
| 15 | Crane 35 tonnes(for lifting of crates) |
| 16 | Waterproofing of wet areas ( Concrete/ Masonary Surface ) and any water retaining structures such as swimming pools, water tanks, Bathrooms, toilets, balconies, planters etc with high performance polymer modified cementitionous coating ( DR. FIXIT FASTFLEX / Equivalent ) to provide tough film build up and highly elastic film formation, which accommodates thermal movements so as to provide seamless coating without any joints to prevents water leakage. The scope of work also includes surface preparation and cleaning, washing and removing dust,dirt and loose particles from concrete / masonary surface complete in all respects. |
| 17 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. (sleepers in side slope & in bed) + coping |
| 18 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads |
| 19 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. |
| 20 | Dressing of Earth work ( NEW ) |
| 21 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement) depth 0 to 1.5 mtr |
| 22 | Dressing and preparation of sub grade for side slopes. |
| 23 | Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete |
| 24 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope) |
| 25 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping |
| 26 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper |
| 27 | Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design / drawing and PWD specifications |
| 28 | Extra for Bitumen Painting @ 0.69 kg per Sqmt. Supply carriage of material complete in all respect |
| 29 | Providing & laying 150 micron Polyethene Sheet over sleeper Please Enable Macros to View BoQ information |
