SPECIAL REPAIR OF ROAD FROM BLDG No. P-86 TO BLDG No. NP-01 APPROXIMATELY 800 MTRS UNDER GE (ARMY) DHAR ROAD

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm and depth 50mm and n exc 100mm deep including removing n exc 50m and stacking complete all as specified and directed.

Material and labour for 75mm thick (compacted thickness) WBM with crushed stone aggregate of grading 2 (63 to 40 mm size) granite, trap or Basalt spread rolled with 8 to 12 ton power roller and consolidated to reqd gradient and camber complete required all as specified and directed.

Material and labour for preparing unsurfaced (WBM) surfaces brushing with wire burshes 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 a priming/tack coat of paving bitumen primer VG-10 @ 10 kg per 10 sqm complete all as specified and directed.

Material and labour for Premix bituminous with 4% Binder Content (Paving Bitumen (VG-30) by weight of total mix) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) spread with mechanical paver, rolled and completed with 8 to 12 ton power roller to required camber and gradient complete all as specified and directed.

Material and labour for preparing unsurfaced water Bound Macadum surfaces / black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying a priming/tack coat of paving bitumen primer VG-10 @ 5Kg per 10 Sqm complete all as specified and directed.

Material and labour for Bituminous premixed semi dense asphaltic concrete 40 mm thick (consolidated thickness) with 5.5% binder (paving bitumen VG-30) content by weight of total mix, spread with mechanical paver, rolled and compacted with 8 to 12 ton power roller to required camber and gradient (on black top surfaces) to a uniform smooth surface complete all as specified and directed and specified by engineer incharge.

Material and labour for Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal watering and well ramming including supply of road metal and applying tack coat at 5 kg per 10 Sqm putting in premixed bituminous (VG-30) macadam, well rammed and sealed with binder 9.8Kg/10 Sqm binded with 0.09 cum of stone chipping, 6.3mm size and again well rammed of premixed macadam, binder and chipping depth of pot holes exc 30mm by using paving bitumen complete all as specified and directed.

Material and labour for making lines on road pavements and the like of any width using thermoplastic white/yellow paint hot applied 2.5 mm thick including reflectanising glass beads as requires. The quoted rate includes cleaning of road surface, heating the paints with temperature limits as per manufactures, making proper arrangement for traffic during execution, including cost of all materials and labour, T&P etc required for proper completion of work all as specified and directed.

Supply and fixing in repair of cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No DA 972.0 fixed with and including MS stud of suitable size as per manufacture's instructions complete all as specified and directed.

Supply and fixing in repair of solar delineators with plate size1000x 47 mm is made of poly carbonate and toughned aluminium alloy body height 1.45 mm and dia 80 mm. Note : This item includes the cost of excavation in any type of soil, PCC 1:2:4 (150x150x30mm) type B1 and removing excavated material to a distance not exceeding 50 mtr complete all as specified and directed.

S&F in repair of convex mirror 800 mm made of PC material with suitable MS pipe post duly powered coated as per site requirement all as specified and as directed. Note : This item includes the cost of excavation in any type of soil, PCC 1:2:4 (150x 50x30mm) type B1 and removing excavated material to a distance not exc 50 mtr complete all as specified and directed.

Supply and fixing in repair for Road solor stud 125 x 125 x 25mm, made from aluminium alloy & PC construction, solar powered by monocrystel solar panel alongwith high capacity rechargable battery Model No 110 Dhruv, of any colour yellow, red, blue , green or white , water proof and harder and fixed the stud with epoxy adhesive complete all as specified and directed.

Demolition of cement concrete unreinforced in ground floors and paving n. exc 15 cm thickness below or above gound level, removing concrete debris and rubbish to a distance n exc 100m as directed by the Engineer-in-Charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth and getting out in hard and dense soil as in foundation complete all as specified and directed.

Material and labour for factory made pre-cast cement concrete block type B0, 1:2:4 ( using 12.5 mm graded crushed stone aggregate) as in kerb stone made to shape as directed exc. 10cm in width and setting in Cement mortar 1:3 including making joints with or without grove (thickness of joints except at sharp curve shall not more than 5mm), including making drainage opening wherever required complete all as specified and directed.

Material and labour for broken stone or bouldess hard core of gauge n.exc. 63mm, deposited, spread and leveled in layers n.exc. 15 cm thick, watered and rammed to a true surface all as specified and directed. Note : Thickness should be measured after consolidation.

Material and labour for 100mm thick PCC type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in sub base all as all as specified and directed.

Material and labour for machine pressed precast concrete interlocking paver block of 80mm thick any shape and size confirming to IS 15658 -2006, M-40 with grey cement and pigment complete all as specified and directed.

Material and labour for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

Removing excavated material to a distance not exceeding 50m and depositing where directed at a level n. exec 1.50 m above the starting point complete as as directed and specified.

SARDALIA CONST CO

JINDAL BUILDERS