180084/E8/CELZ

Amount

M&L for rough excavation not exceeding 1.50 m deep and getting out in hard and dense soil, complete all as specified and as directed.

Excavation over area n exc 1.50m deep and getting out in hard/dense soil complete all as specified and as directed by Engr-In-Chrage.

Excavation over area n exc 1.50m deep and getting out in hard/rock soil complete all as specified and as directed by Engr-In-Chrage.

M&L removing excavated soils not exc 50m and depositing where directed at a level not exc 1.50 m above the starting point, complete all as specified and as directed by Engr-In-Charge.

M&L for rolling and consolidating formation surfaces with power roller exc 8 tonne and not exc 12 tonne power roller including filling (if required) in hollow and depressions, soft spots etc, which occur during rolling, watering as necessary and consolidating (for portion coming in cutting/original ground only) to required level, camber and gradient keeping roller wheels wet etc, complete all as specified and as directed by Engr-In-Chrage.

M&L for soling (or sub base) 200mm thick (spread thickness) with broken boulders (granite or trap or basalt stones) of size range 100mm to 50mm, deposited, spread, leveled in one layer, interstices filled, surface formed, rolled and consolidated upto achived true surface and required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed by Engr-In-Chrage.

M&L for 150mm thick (Compacted thickness) WBM in two equal layers 75mm thick each layer with coarse aggregates granite trap or basalt of grading 2 (63 to 40mm size) spreading, compaction with 8 to 12 tonne power roller and consolidated upto achived true surface and required gradient and camber, complete all as specified and as directed by Engr-In-Chrage.

M&L for applying evenly a priming/tack coat with VG-10 grade bitumenous primer coat at 5 kg per 10 Sqm using paving bitumen after necessary prepration of Old Black Top bituminous surface by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and as directed by Engr-In-Chrage.

M&L for applying evenly a priming/tack coat with VG-10 grade bitumenous primer coat at 10 kg per 10 Sqm using paving bitumen after necessary prepration of WBM surface by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and as directed by Engr-In-Chrage.

M&L for Premix Bituminous Macadam using VG-10 Grade bitumen, laid/rolled and compacted by 8 to 12 tonne power roller upto remove all voids and achived true surface required gradient and camber with 4% of Bituminous Binder Content by weight of total mix, less then 75mm compacted thickness, complete all as specified and directed by Engr-In-Chrage.

M&L for bituminous premix semi dense asphaltic concrete carpet 40mm thick consolidated thickness with 5.50% binder content by weight of total mix, using VG-10, on mechanical hot mixed plant and laid with mechanical paver roller and compacted to required camber and gradient with 8 to 12 tonne power roller upto removed complete voids and achived true surface to required compation camber and gradient, complete all as specified and as directed by Engr-In-Chrage.

M&L for cleaning and preparing the road surface and making good for road with material and labour by reflective thermoplastic white / yellow road marking paint (Hot Application) confirming to BIS 3262 laid down through modern propelled road marking machine in a layer of CRYSTALEX and use of all ingradients such as binder, glass beads, titanium dioxide, calcium carbonate, interfiller thermoplastic required for glass beads per square meter by incorporating the white glass beads for reflectivity in 100mm width & 2.5mm all as directed by engineer in charge.

Supply and fixing cat eyes ABS body of size 10.00 Cm X 10.00 Cm with reflective type cast aluminium fixed with nails on bituminious road including making good the disturbed surface complete all as specified and directed by engineer in charge. Note: The item shall be fitted by manufacture/company repersentative and the make shall be approved by Engineer-in-charge before the exceution of work

M&L for excavation in trenchess, n exc 1.50m wide and n exc 1.5 m in depth, getting out in hard/dense soil, complete all as specified and as directed by Engr-In-Chrage.

M&L for PCC type D2 (1:4:8) using (40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed by engineer in charge.

M&L for precast cement concrete solid block masonry type C-1 (1:3:6) (20mm graded aggregate) with solid blocks, exc. 10cm in width and setting in CM 1:6 & complete all as specified and directed by engineer in charge.

M&L for 75 mm thick cement concrete type E-2 (1:5:10) using 40 mm graded stone aggregate as in sub base of floor all as specified and directed by engineer in charge.

M&L for sand filling under floors including watering and consolidation complete all as specified and directed by engineer in charge.

M&L for Machine pressed precast concrete interlocking paver block any shape and size fixed with grey cement and pigment confirming to IS 15658-2006 of 60 mm thick, M-35 Grade complete all as specified and directed by engineer in charge.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and as directed by engineer in charge.

M&L for preperation of newly plastered surface of any description and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed by engineer in charge.

M/s Siachen Construction Co.