Strengthening of Road By Way of Paver Blocks and Kerb Blocks Under Strengthening and Macadamization of Campus Roads (CAPEX) at MLRI Manasbal, SKUAST-K.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kinds of soil

Providing and laying stone soling tightly hand packed under foundations, footings, floors etc. including carriages of materials from source to site of work complete in all respects

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Crushed aggregate) for mass concrete works.

Supply, Installation and Testing of High-Performanc Laptop 13th Gen (Acer/Lenovo/Hp Make) comprising of AMD-7/INTEL-5 Processor, NVIDIA GeForce RTX 4050( 6GB GDDR6 dedicated VRAM),16GB GDDR5 system Ram, 512GB NVCMe PCLe M.2 SSD Storage, 15.6" (39.6cm) display with 144/165Hz Refresh Rate, Preloaded with MS Window 11 Home, MS Office, Word, Excel 2024 etc. Inclusive of Battery, regional compliance and comprehensive packing delivered to the department as per the direction of Engineer-in-Charge all Complete.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).