Strengthening of hill slope by concrete cladding on left bank of river behind Control Room of Vyasi Dam at Juddo, Dehradun

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR-2023, 2.31)

Excavation in Hilly Areas in Soil by manual means. Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 (PWD SOR MORD 8-3-1-A)

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately (PWD SOR MORD 2-15)

Excavation for Structures, Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth (PWD SOR MORD 11-1-1-1)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15, Using Batching Plant and Concrete Pump. Height upto 5m (PWD SOR MORTH 13.05 A)

Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications PCC Grade M15, Using Batching Plant and Concrete Pump. Height upto 5m (NSI)

Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications PCC Grade M15, Using Batching Plant and Concrete Pump. Height 5m to 10m (NSI)

Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications PCC Grade M15, Using Batching Plant and Concrete Pump. Height above10m (NSI)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (PWD SOR MORTH 14.02)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes for Weep hole conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter and complete as per direction of Engineer-in-charge. (DSR 2023, 12.41.2)

Providing & anchoring 25 mm dia TMT Steel anchors/ dowels bars including supply of all material, labour, T&P etc. required for proper completion of work. This includes drilling of 32 mm dia hole for anchoring upto a depth of 3.00 M Holes should be filled with cement mortar along with bars. including payment of cement mortar All the work will be done as per direction of Er.-in-Charge. (NSI)

Cleaning of exposed Rock/ existing shotcrete surface of sticking material including loose and foreign material by air jet as per direction of Engineer in charge. (NSI)

Providing and fixing G.I. chain link febric of required width in mesh size 50x50 mm on rock surface/ shotcrete surface including strengthening with spikes as required complete as per direction of Engineer in charge. (NSI)

Shotcreting on loose surface in layers, shotcrete compressive strength shall be 35 N/mm2. Including supply of all material, labour, T&P and royaltiies etc. and completeas per direction of Engineer In-charge. 50 mm thick in grade M-35. (NSI).

Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section(PWD SOR MORD 13-26-1)

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) (PWD SOR MORTH 16.02)

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. (PWD SOR MISC 1-4)

Engaging Labour / helper / beldar with all necessary equipments for emergency work as per site requirment at site. (Consider one person for one day) (NSI)

M/S V.P.S ENTERPRISES (BID ID -404576)

SABOOR INDIA (BID ID -403373)