MATERIAL AND LABOUR FOR PROVISION OF HELIPAD EXTENSION IN HIGH ALTITUDE IN NORTH SIKKIM

Amount

Excavation in over area 600 mm deep and getting out soft/loose soil including removing of excavated soil complete all as per drawing and specification.

Material and Labour for 300 mm thick Granular Sub Base (GSB) of grading-II (63 to 40mm size) , spread, rolled and consolidated in two layers of 150 mm each complete all as per drawing and specification.

Material and Labour for 150 mm thick (compacted thickness) WMM in two layer of 75mm each with coarse aggregates of grading II or of grading III, spread, rolled and consolidated to gradient materials complete all as specified.

Material and Labour for 150 mm Dry Lean Concrete with 7 Day compressive strength as minimum 7 Mpa complete all as specified and directed.

Material and Labour for Sand cussioning 10 mm thick complete all as specified and directed.

Material and Labour for 400 Micron HDPE Polythene Sheet complete all as specified and directed.

Material and Labour for Cement concrete work in pavement/hard-slanding of flexural strength 40 kg/per square centimetre in field using 420 kg of cement per cubic mere, thickness of concrete 225 mm complete all as specified and directed.

Material and Labour for 12 TMT bars for dowels as in Expansion Joints the bars are of length 500 mm with spacing 150 mm complete all as specified and directed.

Material and Labour for 32 TMT bars for dowels as in Expansion Joints the bars are of length 500 mm with spacing 220 mm laid at interval of 5 Metres complete all as specified and directed.

Material and Labour for joint filler board comprising of 25 mm thick and size 2100mm x 1200mm complete all as specified and directed.

Supply and filling of poly-urethrene sealant compound grade-A for joint filling complete all as specified and directed.

Surface excavation 400 mm deep and getting out soft/loose soil (Drain work) complete all as per drawing and specification.

Material and Labour for 100mm PCC 1:4:8 D2 using 40mm graded stone aggregate in subbase (Drain work) complete all as per drawing and specification.

Material and Labour for 400x200x200mm thick solid block type C1 using (20mm graded stone aggregate) wall in cement mortar 1:4 (Drain work) complete all as specified.

Material and Labour for 100mm PCC 1:2:4 B1 using 20mm graded stone aggregate in surface channel and coping without extra cement for finishing (Drain work) complete all as specified and directed.

Material and Labour for 15mm thick (10+5) in two layer rendering cement mortar 1:4 with using 03% of cement for water proofing compund (Drain work) complete all as specified and directed.

Surface excavation 250 mm deep and getting out soft/loose soil (Turning Pad work) complete all as specified and directed.

Material and Labour for 200 mm thick Granular Sub Base (GSB) of grading-II (63 to 40mm size) , spread, rolled and consolidated in two layers of 100 mm each (Turning Pad work) complete all as specified and directed.

Material and Labour for 150 mm PCC 1:3:6 C2 using 40mm graded stone aggregate with 7 Day compressive strength as minimum 7 Mpa (Turning Pad work) complete all as specified and directed.

Material and Labour for Sand cussioning 20mm thick (Turning Pad work) complete all as specified and directed.

Material and Labour for 100mm thk heavy duty rubberised glossy finish Interlocking tiles M-50 grade of size 0.20mx0.12m not exceed 0.024sqm including levelling and dressing of surface to required leveland slope, filling joints with local sand including the cost of all labour, tools and plants etc (Turning Pad work) complete all as specified and directed.

Material and Labour for 100mm PCC 1:4:8 D2 using 40mm graded stone aggregate in KERB Stone sub base (Turning Pad work) complete all as specified and directed.

Material and Labour for KERB Stone of size 450x250x125mm thk PCC 1:2:4 Type B1 using 20mm graded stone aggregate, including levelling and dressing of top surface with joint in cement motrar 1:4 (Turning Pad work) complete all as specified and directed.

Material and Labour for two coats of cement base paint over one coat of primer for KERB Stone (Turning Pad work) complete all as specified and directed.

Note: In case doubling/duplicancy of BOQ items , the lowest quoted rate shall be applicable for payment.

SCHEDULE OF CREDIT

INDO ASSOCIATES (BID ID -3076708)

M/s Santosh Kumar Agarwal (BID ID -3078478)