Urgent Repair and Renovation of Structures of direct off taking minors of Kaithoon Sub Division for year 2026-27

Side shuttering including propping etc. complete (to achieve finish F-2 for Block joints of foundation stilling basins buckets, aprons etc. (non-suspended horizontally laid mass concrete)

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing

Supplying of M.S. reinforcement 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. Tor or ribbed bars (IS :1786)

37 mm thick guniting with cement mortar (1:3) on concrete/masonry surface after proper fixing of 9 gauge welded mesh of good quality rust free of size 50 mm × 50 mm in ONE layers with anchors / clamps in stone masonry / concrete, after racking the joints clean the surface by compressed air & water jet. Apply epoxy and 15 mm thick mortar with compressed air gun on the surface to be treated. After hardening of first layer of mortar anchor the welded wire mesh and apply 22 mm thick cement plaster, complete in all respect as per technical specification.

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: 50 mm

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. (diametre) 200mm (Excluding Labour Charges) NP-3 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. (diametre) 200mm (Labour Charges only)

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. (diametre) 600mm (Excluding Labour Charges) NP-3 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. (diametre) 600mm (Labour Charges only)

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b)Hard / dense soil

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. (a) With initial lead of 250 m

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. (b) In cement sand mortar 1:4 Add extra over item no. 7.1.1 to 7.7.3 for (a) Masonry work in superstructure