SPL REPAIR TO ROAD AT DBN MIL STATION AND ROAD FURNITURE FROM TCP-2 TO RABBIT GAS AGENCY IN PATCHES UNDER GE GURDASPUR

Amount

Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm and depth exc 50 mm deep but not exc 100mm deep complete, all as specified and directed.

Material and labour 7.5cm thick (compacted thickness) WBM with coarse aggregates of (Granite, trap or Basalt stone) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber with 8 to 10 Tonne power road roller complete, all as specified and directed

All as per Srl Item 2 above but except material (material received Srl Item No 01 shall be reused) complete, all as specified and directed.

Material and labour for premix bituminous macadam laid with 4% binder content paving bitumen VG-30 by weight of total mix rolled with 8 to 10 tonne power road roller complete and compacted to required gradient and camber required complete all as specified and directed.

Material and Labour for repair to pot holes not exceeding 1 sqm each including sweeping free from dust or mud or water scoring sunken surfaces in road, path etc cutting around edges to of pot holes of depth exceeding 25mm and making good the surfaces by applying a priming/tack coat with bituminous primer (VG-10) @ 5 Kg per 10 Sqm and putting in premixed carpet and well rammed to a uniform surfaces and sealed with binder 9.8Kg per 10 Sqm, blinded with 0.09cum of stone chipping 6.3mm size per 10 Sqm to match/join the existing road surface, complete all as specified. Note:- Material for premixed bituminous macadam shall be mixed in hot mixing plant.

Material and labour for preparing unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with paving bitumen (VG-10) @10 kg per 10 Sqm of road surface, laying, rolling & consolidating bituminous premix (VG-30) asphaltic semi dense concrete 40mm (consolidated thickness) with 5.5% binder content by weight of total mix, rolling with 8 to 10 tonne power road roller to required gradient and camber to a uniform smooth surface complete, all as specified and directed.

M&L for preparing of black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat with bituminous primer (paving bitumen VG-10) @5 kg per 10 Sqm and laying bituminous premixed semi dense asphaltic concrete 30 mm thick (minimum consolidated thickness) with 5.5% binder (paving bitumen VG-30) content by weight of total mix, rolled and compacted with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed.

Material & Labour for preparation of bituminous surfaces of roads and marking 1.25mm thick centre line, stop lines dashes, arrows and the like n exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufactures instruction complete all as specified and directed. Note : Marking shall be carried out with thermostat machine.

Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete, all as specified and directed.

Material and labour for brick work with old size sub class 'B' bricks straight or curved on plan exc 6m mean radius brick walls built in CM 1:6 complete, all as specified and directed.

Material and labour for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 including finished even and fair without using extra cement as in ceiling complete, all as specified and directed.

Material and labour for rough excavation in soft / loose soil not exc 1.50m deep and getting out complete, all as specified and directed.

Excavation in trenches not exceeding 1.5m in width and not exceeding 1.5m deep, in soft/loose soil for foundation, laying of pipes, cables, wells, cesspits, manhole, pier holes & getting out complete all as specified and directed.

Returning, filling in trenches including spreading, leveling, watering and well ramming in layers not exc 25cm thick complete all as specified and directed.

Removing excavated material to distance not exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete, all as specified and directed.

Removing excavated soil to a distance 500m but not exc 1.50 km from out side of defence land complete, all as specified and directed.

Material and labour for forming embankments including raising (or lowering) earth, spreading in layers n exc 30 cm thick, watering ramming / rolling and finishing to required size, shape etc n exc 1.5m high from base complete, all as specified and directed.

Material and labour for preparation of new plastered surface and applying two coats of cement base paint on wall complete, all as specified and directed.

S&F in repair cat eye solar reflective type of metal body alloy of size 100x100x20mm with PMMA sttiplens reflector of model No DA 972.0 fixed with and including MS stud of suitable size as per manufactures instruction complete, all as specified and directed.

Sandeep Kumar

RATTAN CHAND CHANDAN AND CO

JAGSON CONSTRUCTIONS LTD