PROVN OF HARD STANDING GROUND AT KSP AREA OF 9 COMP PL UNDER GE KHUMBATHANG

Amount

Excavation over area not exceeding 1.5 m depth and getting out in hard/ dense soil, complete all as specified and directed by Engr-in-Charge.

Removing excavated material exc 50 m but n.exc 250 m and depositing depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed by Engr-in-Charge.

M&L for 100mm thick (compacted thickness ) soling with broken boulders or quarried stone spread and leveled interstice filled, surface formed and rolled with 8 to 12 tone power roller required gradient or camber till satisfaction of Engineer-in-Charge. complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in flooring, PCC path, sub base and surface finished even and fair with out using extra cement all as specified and as directed.

M&L for 150 Micron thick transparent HDPE Polythene film of Grade-I, laid over a coat of bitumen primer @ 0.3 to 0.5 Kg/sqm as anti friction layer on the base course of road work as per specification and all as directed by engineer-in-charge.

M&L for 150mm thick air entrained PQC (Pavement quality concrete) work in road/hard standing of minimum flaexural strength 45 Kg/Sqcm (lower control limit) LCL after 28 days of pavement of slab using minimum 400 Kg OPC Grade-43 per Cum with not exceeding 19mm graded crushed stone aggregate confirming to IRC 15, including utilizing of plasticizer @ 0.8% - 1% of weighing of cement content or as per manufacturer instruction, mixed in batching plant transported to site, laid in panels spread and compacted with mechanical table vibrator, finishing the surfaces by belting and brooming without using extra cement etc. including necessary form work complete all as specified and as directed. Note:- (a) Flexural strength shall be established by beam test and design mix formula should be compatible to IRC-44-2017 (b) All types of joints shall be measured and paid separately under respective item of BOQ. (c) Cost of any admixtures required to achive the desired properties of PQC shall be deemend to be included in the unit rate (d) Two coat of surface shield/densified as specified

M&L for forming Contraction joints with mechnically cutter, 30mm deep x 10mm wide , filled with sealing compound, Grade ‘A’ complete all as specified and directed by Engr-in-Charge.

M&L for forming Contraction (Dummy) joints with mechnically cutter, 65mm deep x 10mm wide , filled with sealing compound, Grade ‘A’ complete all as specified and directed by Engr-in-Charge.

M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. all as specified and directed by Engr-in-Charge.

M/S ALI MOHD AND SONS

CHAMRAN TRADING NAD CONSTRUCTION KARGIL

KASHMIR FAIR DEAL SERVICES