SPL REPAIR TO ROAD INSIDE GE (P) No 1 OFFICE AT RIDGE ROAD AND SPL REPAIR TO ROAD NETWORK FROM MAG NO 03 TO MAG NO 23 AND ITS CONNECTED ROAD OF ASD COD AND SPECIAL REPAIR TO ROAD NETWORK AT BASANT SINGH ENCLAVE OF UNRESTRICTED AREA OF COD JABALPUR

M&L for preparing of surfaced 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/dust ect and other dleterious materials.

Scarifying or picking graveled, macadam or bituminous macadam surface in area exc 400 sqm and depth exc 50mm and not exc 100mm deep including removing not exc 50m and stacking all as specified

M & L for Laying and compacting 150 mm thick (compacted thickness) WMM laid in two layers of 75 mm each Wet Mix Macadam (WMM) grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified.

Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMM/WBM including preparation of WBM/WMM surfaces as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete including preparation of WBM/WMM surfaces all as specified and directed .

M&L premixed bituminous macadam laid/rolled and compacted to required gradient and camber with using 20 mm graded stone agg and paving bitumen 4% by the weight of total mix (consolidate thickness 75 mm or less as required ) complete all as specified and as directed.

M & L for laying bituminous premix asphaltic semi dense concrete avaraging 30mm consolidated thickness with 5.5% binder content by weight of total mix using asphalt mechanical mixer plant & consolidated with 8to 10 ton power road roller to reqd level gradient camber and super elevation.

M & L for preparing bituminous surfaces of road and marking 2mm thick centre lines, stop lines, dashes, arrows etc. 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 manufacturers instruction complete all as specified and directed.

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. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.

Supply and fixing in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil

Supply and fixing 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

Removing excavated material n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point.

M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm & depth exc 50mm & not exc 100mm deep. Complete all as specified & directed.

M & Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified & directed.

M&L for preparing un-surfaced water bound macadam /WMM by brushing with wire brushes for removing caked mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified & directed.

M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at the rate 10 kg per ten Sqm over the prepared surface by mechanical sprayer complete all as specified & directed.

M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at the rate 5 kg per ten sqm over the prepared surface by mechanical sprayer complete all as specified & directed.

M&L for Repair to pot holes any depth, not exceeding 1 sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth and making good by applying tack coat @ 5 Kg per 10 sqm and laying premixed bituminous macadam, well rammed and sealed with paving bitumen 60/70 or VG-30 grade @ 9.8 Kg per 10 Sqm, blinded with 0.09 cum of stone chippings of size 6.3 mm and again well rolled with 8 to 10 tonne power roller (including supply of pre-mixed macadam, binder and chippings), depth of pot holes exceeding 30 mm. Complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed. Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE. Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE. (ii) Shape, size & pattern of marking shall be as approved by GE.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers not exc. 15 cm thick, spread, levelled & rammed including watering, rolled and consolidated to required gradient and camber. Complete all specified and directed. Note:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/compaction shall be done by vibratory roller only.

Demolition of Cement Concrete (unreinforced) of any description & in any position not otherwise specifically provided for. Complete all specified and directed.

Demolition of Cement Concrete (reinforced) of any description & in any position not otherwise specifically provided for. Complete all specified and directed.

M&L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with & including mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips. Complete all as specified and directed.

M&L for Form Work to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits (if any) of foundation & plinth beams; & similar work; vertical or to batter, rough finished flat surfaces of concrete. Complete all as specified and directed.

M&L for Form Work to faces of walls, retaining walls, abutments, parapets, & staircase railings & similar work including attached pillasters, buttresses, etc., vertical or to batter, fair finished flat surfaces of concrete. Complete all as specified and directed.

M&L for Reinforced Cement Concrete M-25 (Design Mix) (20 mm graded aggregates) in walls, retaining walls, basement walls, ballast walls & the like; any thickness; above top of footings; including attached pillasters & buttresses. Complete all as specified and directed.

M&L for Reinforced Cement Concrete M-25 (Design Mix) (20 mm graded aggregates) in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc.; basement slabs, under-reamed piles & mass concrete. Complete all as specified and directed.

M&L for Hardcore of broken stone or boulders of gauge not exc.63 mm, deposited, spread & levelled in layers not exc.15 cm thick, watered & rammed to a true surface. Complete all as specified and directed.

M&L for preparing bituminous surfaces of road & marking 2.50 mm thick centre lines, stop lines, dashes, arrows etc. & the like not exceeding 10 cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturer's instructions complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick PCC 1:4:8 type type D-2 as in floors as sub base in patches complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block, any shape and size, conforming to IS 15658-2006 of 80mm thickness, M-40 grade of concrete, laid over and including 50mm thick sand cushioning complete all as specified and as directed.

M&L for fair finished flat form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to better.

Schedule of credit amount of Rs 1,89,815.00 to be deducted during AOC