CA NO CWE/AMB/SOUTH-56 OF 2025-26 REPAIR/RESURFACING OF ROADS INCLUDING PAINTING AND REPLACEMENT OF ROAD FURNITURE IN B-2 SECTOR OF AGE B/R-II UNDER GE(SOUTH) AMBALA CANTT

Amount

Material and labour for repair to pot holes of any depth, not exceeding 1.00 Sqm each, including sweeping free from dust and mud or water, scoring sunken surfaces in roads/path etc, cutting around edges to at least 25mm and more as per site requirement in depth and making good by applying tack coat of paving bitumen @ of 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam binder and chippings) for depth of pot holes exceeding 30mm complete all as specified and directed.

Material and labour for scarifying or picking gravelled, macadam or bituminous macadam surface in area n.exc 400 sqm/road cutting for drainage chamber, drainage pipe etc depth n.exc 50mm including removing the rubbish material not exc 500 mtr complete all as specified and directed.

Material and labour for preapring existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a tack coat of cationic bitumen emulsion SS1 confirming to IS:8887 at a rate of application of 7.5 Kg per 10 Sqm on bituminous surfaces as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed.

Material and labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a tack coat of cationic bitumen emulsion RS1 confirming to IS:8887 at a rate of application of 2.5 Kg per 10 Sqm on bituminous surfaces as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed.

Material and labour for Bituminious premix dense asphaltic concrete 30mm thick (consolidated thickness), pre-mixed, hot mix, with coarse aggregate of grading 2 as per MORT&H specification clause 507, in single layer using paving bitumen (grade VG-30) @ 6% by weight of the total mix as per design mix including supply and mixing of anti stripping agent, warm mix additives (quality,quantity and grade as per approved job mix formula), cleaning and preheating of the mineral aggregate, filler & bitumen to the specific temperature and thoroughly mixing with binder of specified bitumen content and other materials as specified as per mix design in batch type hot mix plant of capacity 100-120 TPH, carrying the hot mixed material by means of tippers, trucks or other approved arrangements, laying the hot premixed material over the prepared surfaces using full width mechanical sensor paver with string sensor rolled and compacted to required gradient and camberand compacted with 8 to12 tonne power vibratory road roller including running expense of all plants and machines, including necassary hand packing and pinning to give an even surface and quality control tests as required as per MORT&H specifications and specified in tender documents, including taking down of existing cat eyes and refixing of cat eyes after laying premix complete all as specified and directed. Note- (i) Bituminous premix dense asphaltic concrete shall prepared in central computerised batch type hot mix plant. complete all as specified and as directed. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE, before laying the DAC. (iii) A recovery @ Rs 54.00 per kg shall be made if the bitumen content in design mix is found on lower side but no adjustment shall be made if the bitumen content is found on higher side than specified.

Material and labour for preparation of existing black top surfaces, removing dust, dirt, grease & other foreign matters etc. to receive the marking and applying hot applied thermoplastic road marking paint (white/yellow) conforming to BS-3262-1989 inclusive type I reflectorising glass beads as per table 800-3, 800-4 of MORT&H applied in uniform thickness of at least 2.5mm and wide and spread uniformly with reflectorising glass beads type I & II as per Clause 803.4.3 of MORT&H specifications with a road marking machine as per IRC: 35 ,with traffic diversion arrangements if required, complete as per MORT&H specification clause 803.4, complete all as specified and directed. Note: The road marking machine shall be approved by GE.

Supply and fixing (in repair) cat eye, dual (62 beads minimum), aluminium casted body, of size 100mm x 100mm x18.5mm, having ABS plastic strip containing 62 mini retro reflective glass beads of colour white/red/yellow on both sides (minimum 31 beads on each sides) and fixed complete with steel zinc plated nails/stud of dia 12mm and of length 120mm complete all as specified and directed. Note:- (i) Fixing arrangement shall be as per manufacturer's instructions. (ii) Designed to bear 25 Tonnes load and having impact strength of 253 KN.

Supply and fixing (in epair) Solar Road stud 125 x 125 x 25 mm . Solar Road stud made stud made from aluminium alloy , solar powered by monocrystal solar panel with following specification : - (i) Battery type - One high capacity Ni-Cd rechargeable battery (ii) LED shall be 10 mm, 3 piece each side and total 6 piece for high brightness of different colours.(iii) Back up time shall not less than 12 hours of contineous lighting at night. (iv) Design to bear 25 Tones and having impact strength of 253 KN, complete all as specified and directed Make : Green lite/ 3M / Shakti/ Dark eye

Supply and fixing in replacement road convex mirror of dia 60cm, fitted in orange colour cap body of ABS with glass mirror made up of unbreakable poly-carbonate, including MS pipe vertical post with stainless steel brackets, including excavation of post holes in soil of size 0.50m x 0.50m and embedding of vertical posts in and including PCC 1:2:4 type B-1 using 20mm graded mechanically crushed stone aggregate complete all as specified and as directed.

Demolition of concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removal of debris to distance n exc 250 mtr complete all as specified and directed.

Material and labour for 100mm thick PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in sub base complete all as specified and as directed.

Material and labour for 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.

M&L PCC in roof kerbs of mud stops, rounded or chamfered on edges type B1 (1:2:4) using 20 mm graded aggregate complete all as specified and directed.

M&L for providing and laying of precast PCC solid concrete block, Grade-C confirming to IS 2185(Part-1)2005 of 30cm height,10cm thick suitable width including chamfers, weatherings, throating etc. as in kerb countinus edging jointed in CM(1:4) and struck flush pointing as in the work proceedsand finish with neat cement flush joint complete all as spd & directed.

Note:- Amount of credit of Rs. 3,896.00 for retrieved materials is mentioned in Schedule of Credit Page No. 17 of tender documents in pdf form which will be deducted offline while acceptance of tender.

Sh. Raj Kumar Malik Contractor (BID ID -3459378)