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Tender Corrigendum :
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| Tender Corrigendum | Other | | Tender Corrigendum Publication | Company Web Site - Internet | | Tender Corrigendum Document | Can be download by Subscribers |
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Product Detail :
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PROVN OF ROAD NET WORK FROM TECHNICAL AREA TO LOCAL DEM GROUND, GHAGGAR AT DAPPAR UNDER AGE(I) DAPPAR, Prov of road net work from technical area to local DEM ground, Ghaggar under AGE(I) Dappar, Material and labour for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned Material and labour for thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN- 141875- 2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed, Material and labour for laying and compacting 150mm thick (compacted thickness ) GSB grading as per Gde_II as spd table 400-1 of MORTH specification for road and bridge works 2013 in asingle layer over compacted subgrade with natural sand crushed gravel crushedstone crushed slag or combation thereof as per the grading required the materials are mechanically mixed spread and levelling on the subgrade by using motar grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static static weight for achieving required compaction density Consolidating to required to required gradient and camder complete all as spd ad directed with finished surface tolerances as per Table 900-1 of MORTH specification for Road and Bridge Works 2013 complete all as specified and as directed, Materail and labour for Providing and laying at or near ground level factory made Kerb stone of M-25 grade cement concrte in position to the required line level and curveature jointed with cement mortar 13 including making joints with or without grooves including making drainge opening wherever required complete as specified and as directed, Bringing earth fulfilling the all the requirements as per test results vetted by CTL/ IIT/NIT/Government Engineering College and approved by GE/AGE(I) from outside MOD land for filling/forming embankments complete all as specified and as directed, Material and labour for forming 25 mm width expansion joint in concrete slab for full depth of POC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS- 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed, Material and labour for mild steel bars 10mm dia and over round bar as dowel bars in joints, cut to length bent ti ape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than0.9mm dia or securing with clips complete as specified and as directed, Removing excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed, Returning, filling in soft/loose soil, including spreading, leveling, watering and well ramming in layers not exc 25 cm each complete as specified and as directed, Schedule"A"Part-I (A) LABOURAORY TEST Carry out labouratory test of subgrade soil including grain size analysis, Atterberg limit,Proctor compaction,soaked /unsoaked CBR (As per IS 2720 series) from the sample of soil collected/taken at site from where the soil is to be brought for filling/forming embankments from CTL/ IIT/NIT/Government Engineering College,before bringing the soil at site for filling/forming embankments all as specified and as direcred by Engineer-i
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PROVN OF ROAD NET WORK FROM TECHNICAL AREA TO LOCAL DEM GROUND, GHAGGAR AT DAPPAR UNDER AGE(I) DAPPAR #*. PROVN OF ROAD NET WORK FROM TECHNICAL AREA TO LOCAL DEM GROUND, GHAGGAR AT DAPPAR UNDER AGE(I) DAPPAR |