SPECIAL REPAIR TO ROAD AT MECH INF, FD REGT AND THE CIH AT RAKHMUTHI MIL STN UNDER GE (S) AKHNOOR

Material and labour for preparing black top surface by brushing with wire brushes for removing cake mud etc sweeping with broom and finally the cleaned suface with gunny bag to remove all loose dirt etc, complete all as specified and directed by Engr-in-Charge.

Material and labour for applying evenly a priming/tack coat with bituminous primer at 05 kg per 10 sq metre using paving Bitumen of grade VG-10, complete all as specified and directed by Engr-in-Charge.

Material and labour for bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with paving bitumen of grade VG-30, 5.5 % binder content by weight of total mix, rolled and compacted to required camber and gradient, complete all as specified and directed by Engr-in-Charge.

Material and labour for premix bituminous macadam with paving bitumen (Grade VG-30) @4% by weight of total Mix, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), complete, all as specified and directed by Engineer-in-Charge.

Dismantling of bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer) laid dry or laid dry and pointed complete all as specified and directed by Engr-in-Charge.

Material and labour for 75mm plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in floor/sub-base and finished even and fair, complete, all as specified and directed by Engr-in-Charge.

Material and labour sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed by Engr-in-Charge.

Material and labour for machine pressed precast concrete interlocking paver block any shape (Red and Yellow colour only) confirming to IS 15658-2021 of 80 mm thickness, M-40 Grade laid with grey cement and mixed with pigment, complete all as specified and directed by Engr-in-Charge.

Providing and laying at or near ground level 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 including necessary earthwork all as specified and directed by Engr-in-Charge.

M&L Forming embankments including raising (or lowering) earth by using good earth free from debris, brought from outside MoD land, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed by Engr-in-Charge. Note : Cost of good earth brought from outside MoD land shall deemed included in quoted rates