SPECIAL REPAIRS TO ROAD AT EME BN UNDER GE NORTH AKHNOOR

Amount

Material and labour for repair to pot holes, any depth, not exc. 1 Sqm each including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat at 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blended with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply or premixed macadam, binder and chippings), depth of potholes exc 30mm, complete all as specified and directed.

Material and labour for scarifying or of picking gravelled macadam or bituminous macadum surface in area exc 400 sqm , n.exc 50 mm deep, complete all as specified and directed.

Material and labour for 75mm thick (compacted thickness) WBM with coarse aggregate of grading 2 (63 to 40 mm size) aggregte lime stone, sand stone, flint or quartzite, spread, watered and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed.

All as per srl item No 3 here in above but except coarse aggregate (Material obtained from item No 2 shall be used).

Material and labour for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc. sweeping with a brooms and finally fanning the cleaned surface with gunny bags to removal all loose dirt etc, complete all as specified and directed.

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

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.

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.

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.

Material and labour for bituminous premix asphaltic semi dense concrete 40 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.

Material and labour for bituminous premix asphaltic semi dense 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.

Material and labour for 2.5 mm thick Hot thermo plastic road marking material strips conforming to British specification 3762 with 20% glass beads having reflective index of 1.5mm, 75% spherical indigenous or for foundation plan having sufficient strength to withstand heavy load without deformaion and having softening point 25 to 30 of area in width not exc. 10 cm strip in white or golden yellow colour according to IRC35-1970. Complete all as specified and as directed by Engineer-in-Charge. Note. Thermo plastic road marking paint shall be of make Aisan/ STP Ltd./Road Nevigator

Supply and fix in repairs 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 of Dark Eye or equivalent in Sinor / Green Lite fixed with and incl MS stud of suitable size as per manufactures instructions, complete all as specified and directed. Make:Dark Eye/Sinor/Green Lite

Supply only Paving Bitumen grade VG-30. ( For Price adjustment in Job Mix Formula) Rate is ₹ 72 for per Kg.

Note:- Deduction for Schedule of credit (Sch 'A' Part-II) to be made of ₹ 1875.00 from the total quoted amount of BOQ while accepting the bid. Details of schedule of credit is given in tender documents.

M/S KARAN SINGH CONTRACTOR