Water Resources Department Tender

5.2 PART A EARTH WORK IN EXCAVATION 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. 5.2.3 Phylite and other hard rock requiring nominal blasting

5.2 PART A EARTH WORK IN EXCAVATION 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. 5.2.1 Soft / Disintegrated rock

5.2 PART A EARTH WORK IN EXCAVATION 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. 5.2.2 Hard rock not requiring blasting

11.1.1 Drilling holes of 35 mm diameter for anchor rods. 11.1.1.1 i) Upto 1.50 m. depth

11.1 Drilling holes of 35 mm diameter for anchor rods. Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

11.1 Drilling holes of 35 mm diameter for anchor rods. Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

10.9.2 Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. 10.9.2.2 Tor or ribbed bars (IS :1786-1985)

10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for : 10.1.2 Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.

9.8 CONCRETE WORK Providing and Laying in position of Cement concrete Nominal mix (1:3:6) 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 9.8.3 40 mm

9.6 CONCRETE WORK 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; 9.6.4 20 mm

8.1 CEMENT PLASTER 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: 8.1.2 20 mm

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 Proctors 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 initial lead of 250 m

5.18 Compaction of earth or highly weathered strata 5.18.2 By 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. 5.18.2.1 at least 95% of Standard Proctor s density

5.28 Watering of earth including cost of carriage of water when source of water is 5.28.1 Upto 1 km

5.34 Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead and lifts, in required profile of 5.34.3 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 quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads and lifts

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

Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m

7.1 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. 7.1.3 In cement sand mortar 1:5

7.8 Add extra over item no. 1 to 7 for 7.8.1 Masonry work in superstructure

10.10 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. 10.10.2 Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 10.00 cm (poor quality)

9.15 CANAL LINING Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock and similar type of strata for 9.15.1 Bed

9.16 CANAL LINING Cement concrete lining of nominal mix (1:3:6) with, upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness. 9.16.1 10 cm

18.17 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: 18.17.1 75 mm

18.17 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: 18.17.2 50 mm

18.28 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 18.28.6 600MM 18.28.6.2 NP-3

18.28 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 18.28.8 1000MM 18.28.8.2 NP-3

18.11 Making standard type cement gauge including engraving letters and painting including scaffolding etc.

18.12 Painting standard type gauge with black, red and white un-washable paints including cost of material

5.16 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 Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. 5.16.3.1 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 Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and unloading wherever required complete in all respect. Add extra for each subsequent lead of 500m or part there of beyond 0.5 Km and up to 5 km