Water Resources Department Tender

Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.Phylite and other hard rock requiring nominal blasting

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 250 m and up to 750 m ( Km) 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.2 Extra lead over item code 5.1.1 to 5.8.3 of excavated material.Add extra over item code 5.10.1 for lead beyond 250m and upto 750m (for average 1/2Km). 5.10.4.1 Extra lead over item code 5.1.1 to 5.8.3 of excavated material. Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 5.10.4.1 Extra lead over item code 5.1.1 to 5.8.3 of excavated material. Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 5.10.4.1 Extra lead over item code 5.1.1 to 5.8.3 of excavated material. Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 5.10.4.1 Extra lead over item code 5.1.1 to 5.8.3 of excavated material. Add extra for each subsequent lead of 1 km or part there of beyond 5 Km

Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect

Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads and lifts

Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead and lifts 23 cm thickness ( 5 % thickness tolerance)

Dry boulder filling in required profile with filling of voids etc. complete including all lead and lifts, and well finished surface

Supplying and laying aggregate in layers and profile as specified including all leads and lifts. This item is to be used only for laying filter / inverted filter River gravel 20 to 40 mm size

Supplying and laying sand of grade as per design requirement in required profile including all lead and lifts. This item is to be used only for laying filter / inverted filter

Preparation of foundation of structure including removal of all loose stones, silt and final washing. By manual labour

Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm

Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm

Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 7.8.1 Add extra over item code 7.1.1 to 7.7.3 for Masonry work in superstructure

Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm

Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 20 mm

Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.

Watering of earth including cost of carriage of water when source of water is up to 1 Km 5.28.2.1 Watering of earth including cost of carriage of water when source of water is Beyond 1 Km but up to 5 Km extra per Km

(ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density

Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. if required including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete.