REPAIR TO CERTAIN ROADS IN DOMESTIC AND TECHNICAL AREA AT 44 WEU FEROZEPUR UNDER GE (AF) BHISIANA

Amount

Material & Labour for Repairs to pot holes, any depth not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path etc cutting around edges at least 25 mm thick in depth, making good by applying tack coat with bituminous primer @ 5Kg per 10 Sqm, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cum of sand), again well rammed (including supply of premix binder and sand ) depth of potholes not exc 30mm complete all as specified and as directed by Engineer in Charge. Note :- (i) Pot holes shall be marked by Engineer-in-charge before commencement of work and same shall be entered in MB after making good and before laying of bituminous premix carpet. (ii) GE will inform Accepting Officer for convening a Board of Officers at least seven days prior to execution of this item.

Material and labour for preparing existing black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags and air compressor to remove all loose dirt etc from black top surface and applying evenly a premix /tack coat with bitumen grade VG-10 @ 5Kg per 10 Sqm including taking out of old cat eyes complete all as specified and as directed by Engineer in Charge. Note : This item shall be used only where BM is in patches and to be covered by top layer after 48 hours.

Providing and laying Premix Bituminous Macadam of consolidated thickness not exc. 75mm, using paving bitumen binder of grade VG-30 @ and binder content of 4% by weight of total mix with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from plant to work site by tippers and laying with hydrostatic paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification and as specified and as directed. Note :- (i) The BM shall be covered with top layer/wearing course within in a maximum of 48 hours. If there is to be any delay, by the contractor the surface shall be applied with bitumen grade VG 10 @ 5.0 Kg per Ten Sqm as required vide Clause 512 of MORTH (5th Rev) before opening to the traffic and the same shall be considered incidental to the work and shall not be paid for separately. (ii) Only packed paving bitumen VG-30 shall be used and same shall also be verified by GE on ground before start of execution of work. (iii) GE will inform Accepting Officer for convening a Board of Officers at least seven days prior to execution of this item.

Providing and laying Premix Bituminous semi dense asphaltic Concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of agrgregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from the plant to work site by tippers and laying with hyrdostatic paver finisher and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed. Notes : (i) The contractor shall quotes the rate against this Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Zonal laboratory/ Govt Engineering Colleges/ IIT/NIT/CTL or any E-in-C/ MES approved lab for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the GE for approval. Any variation in binder content on minus side shall be adjusted @ Rs 52/kg of binder and no adjustment shall be made on plus side. (ii) Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate. (iii) After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate.

Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows etc and the like n.exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine including cleaning and drying the surface all as per manufacturers instructions complete all as specified and as directed by Engineer in Charge.

Supply and fixing in repairs Metal Tubular delineator 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 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection with and including embedding in PCC 1:2:4, type B-1, (150 x 150 x 300mm) and required necessary excavation and earth work complete all as specified and as directed by Engineer in charge.

Supply and fixing in repairs cat eye solar reflective type of metial 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 including taking down old u/s cat eyes complete all as specified and as directed by Engineer in charge.

Supply and fixing in repairs solar cat eye aluminum alloy shall (100% water proofing design according to 65) size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargebale battry (1.2V/1600MA) consisting of super bright LED light with 10,000 to 18,000 mcd including taking down old u/s cat eyes completed as per manufacturers instructions all as specified and as directed by Engineer in charge.

S.R. Kaura and Company (BID ID -3373470)

V V AND COMPANY (BID ID -3373702)

Supreme Constructions (BID ID -3375255)

M/s Surjit Singh and bros (BID ID -3373123)

P.K ENTERPRISES (BID ID -3375226)

M/s Manoj Construction Co. (BID ID -3373197)

jaspal singh and co (BID ID -3376613)

CHETAK CONSTRUCTION COMPANY (BID ID -3373355)