SPECIAL REPAIR TO INTERNAL ROAD AT 610 EME BN UNDER GE (N) AKHNOOR AND SPECIAL REPAIR TO ROAD FROM MT TO PERS LINE AT FD HOSP UNDER GE NORTH AKHNOOR

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 sqm, blended with 0.09 cum 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 picking gravelled macadam or bituminous macadum surface in area not exceeding 400 sqm and deep exceeding 50 mm but not exceeding 100mm deep, complete all as specified and applying evenly a priming/track coat with bituminious primer at 10 KG per 10 Sqm using paving bitumen of grade VG-30 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 including cement filler, mix in hot mix plant laid/rolled and compacted to required gradient and camber with 8 to 10 tonne power raod roller (consolidated thickness 75mm or less), complete, all as specified and directed by Engineer-in-Charge.

M&L for 75mm thick (compacted thickness) WBM with coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20mm size) aggregate lime stone, sand stone, flint or quartzite, spread, watered and rolled and consolidated to required gradient and camber rolled and rolled to uniform smooth surface by using smooth surface by using with 8 to 12 tonne power roller, complete all as specified and directed.

Material and Labour for preparing unsurface water bond macadam surface 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 by providing evenly a priming/track coat with cold bitminious emulsion @10Kg/10 Sqm etc complete all as specified and directed.

Material and labour for bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.6% binder content by weight of total mix prepared in hot mix plant and is laid with mechinical paver rolled and compacted to required gradient and camber and rolled to uniform smooth surface by using smooth surface by using with 8 to 12 tonne power roller, 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 fanning the cleaned suface with gunny bag to remove all loose dirt etc and applying by providing evenly a priming/track coat with cold bitminious emulsion / Bituminious Primer by using paving bitumen of grade VG-10, @5Kg/10 Sqm etc complete all as specified and directed.

Material and labour for bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix prepared in hot mix plant and is laid with mechinical paver rolled and compacted to required gradient and camber and rolled to uniform smooth surface by using smooth surface by using with 8 to 12 tonne power roller, complete all as specified and directed.

Demolition of cement concrete (unre-inforced) in ground floors & paving not exceeding 15 cm thick above or below ground level.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep for foundation etc in any type of soil not exceeding 10 Sqm on plain and not exceeding 1.5m in depth and geeting out.

Returning and filling in including spreading levelling watering and well ramming in layer n.exc 25cm as in hard/dense soil.

Removing excavated material in exc 50m and depositing 1.5m above the starting point complete all as specified and directed.

Material & labour for PCC 1:4:8 type D2(40mm graded stone agg) in foundation filling mass concrete.

Material & labour for 25 mm thick sand cushnion in flooring below interlocking tiles complete all as specified.

Material & labour for machine pressed precast concrete inter locking payer block any shape and size confirming to IS-15658-2006 of 80mm thickness M-30 grade with gray cement and pigment complete all pecified and directed. Make : As per approved list of CENC.

Material and labour for PCC 1:2:4 type B0 using 12.5mm graded aggregate as in kerbstone, kneelers, apex stones, bed plates etc and the like including weathering, slightly rounded or cnamfered angles and throating as directed (Note : Rate include for form work etc)

Material and labour for cleaning of road surface of dirt, seals oil, grease and foreign mterials etc and applying 2.5mm thick road making strips (Rectro reflective) of white colour or yelow using hot thermplastic material by fully/semi automatic thermo plastic paint applicator machine fitted with profile shoe glass beads dispencer propn tank heater and profiles sho heater drive by operator on road surfaes according to IRC35-1970 complete all as specified and directed.

Material and labour for 2.5 mm thick Hot thermo plastic road marking material strips, line dashes, arrows letters etc on road pavement width not exceeding 10 cm wide in white or golden yellow colour according to IRC35-1970, 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 35, 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 or equivalent

Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed. Make : Dark Eye or equivalent in Greenlite / Gogla plastics

Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No DA972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. Make : Dark Eye / Sinor/ Green light

Supply and fixing in repair solar cat eye (solar powered ennrinoment friendly, LED based road stud) aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high eficiency mono rystafie solar panel 2.4V/0.3 watt one NL-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as manufacturers instruction etc all as specified and directed.

Material and labour convex mirror made up of polycarbonate materials having clear & definite mirror image 130 degree of viewing angle of size 1000mm dia, provided on MS pipe 50mm dia, 1.0 to 2.0m long duly poder coated including embedded with PCC block 1:2:4 type B-1 at site as per manufacturer's instructions complete all as specified and directed. Make : 3M/ Dark Eye / Sinor.

Supply and fixing speed breaker of size 450mm width and of height 45-50mm made out of strong weather-resistant hardened rubber capable to with stand weight of the vehicles comprises of segments of colour black/yellow. Length of one segment 450-500mm and haing 2 x2 = 4 numbers glass reflective lenses suitable for fixed with 4 steel zinc plated 12 x 120mm nails at site as per manufacturer's instructions complete all as specified and directed. Make : 3M/ Dark Eye / Sinor.

Supply only Paving Bitumen grade VG-30. ( For Price adjustment in Job Mix Formula) Rate is Rs 60.00 per Kg.

Note:- Deduction for Schedule of credit (Sch 'A' Part-II) to be made of ₹ 15660.00 from the total quoted amount of BOQ while accepting the bid. Details of schedule of credit is given in tender documents.

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