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PERINGAMALA GP 89/26 Construction of retaining wall of jawahar colony anganwadi road -2026-27
2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
Deepening of MainChal Strengthening of Bund ,Ramp2,Kida1,Culvert1,Retaining Wall, Pond and Shed
Appendix 1-Deepening of MainChal (Chemmannurthazham),Innerchal (Mathikkayal) Strengthening of Bund (Chemmannurthazham),Construction of Ramp(2No.s),Kida (1 No,) Culvert(1 No,) and Construction of Retaining Wall,Pond and Shed (Vemba Padasekharam)
PROVN OF RETAINING WALL AT VARIOUS LOCATIONS OF CIJWS VAIRENGTE UNDER VAIRENGTE MIL STN
M&L for Walling of random rubble, coursed in retainning walls, abutments and similar works regular coursed, well bonded, bedded and solidaly hearted, built in cement mortar (1:6) with lime/sand stone and PCC (1:3:6) type C1 precast bond stone (in lieu of stone bond stone) set in cement mortar (1:4) Complete all as specified and directed Note :- (i) Precast PCC Bond stone shall be measured and paid separately in respective item (ii) RR Masonary will be measured after deducting PCC Bond stone
CONSTRUCTION OF RETAINING WALL NEAR SAMUDAY BHAVAN IN WARD NO-2 ALIYA NAGAR AT NARAGUND TOWN
CONSTRUCTION OF RETAINING WALL NEAR SAMUDAY BHAVAN IN WARD NO-2 ALIYA NAGAR AT NARAGUND TOWN
Construction of retaining wall near backside of Thottilaguri poovappa house ward no 02 Bajpe TP Limit
Construction of retaining wall near backside of Thottilaguri poovappa house ward no 02 Bajpe TP Limit
Up-gradation of Range Office and residence of Thakrakote Range and Repair and Renovation Of Boundary Walls of Range Office Thakrakote HQ Pouni in Reasi Forest Division under UT Capex FY 2026-27
Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer in-charge. 23.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm