REPAIR TO VARIOUS INTERNAL ROADS, HARDSTANDING, PCC ROAD INCLUDING CERTAIN ROAD FURNITURE AND ALLIED INFRA AT VARIOUS LOCATIONS IN THE AOR OF GE 969 EWS, JOB NO TPP 2025-26

Amount

M&L repairs to pot holes any depth not exc 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, path, etc cutting around edges at least 25mm in depth making good by applying tack coat with bitumen of grade VG-10 @5 kgs/10 Sqm putting in premix as specified for the bituminous in premix as specified for the bituminous carpet (2cm 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 premixed binder and sand) depth of potholes n exc 30 mm rolled with power road roller of 8 to 12 tonne capacity complete all as as specified and directed by Engr-in-Charge.

M&L for preparing existing 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 etc. on black top surface complete all as specified and directed by Engr-in-Charge.

M&L applying evenly a priming/tack coat with bituminous primer using paving bitumen Grade VG-10 @ 5 KG/ 10 Sqm on existing black top for below bituminous macadam surface including preparation complete all as specified and directed.

M&L for premix bituminous, macadam consolidated thickness, 75mm or less using paving bitumen of grade VG-30 4% binder content by weight of total mix, and aggregate mixed in Computerized Hot Mix Plant laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed by Engr-in-charge.

M&L for bituminous premix semi dense asphaltic concrete 30mm (consolidated thickness) using paving bitumen of grade VG-30 with 5.5% binder content by weight of total mix, mixed in computerised Hot Mix Plant and spread by means of self propelled Mechanical Paver, rolled and compacted to required camber and gradient by using mechanical power road roller of 8 to 10 tonne capacity including premixed sand seal coat with 0.06 Cum of sand mixed with 6.8 Kg of paving bitumen applied and rolled to a uniform smooth surface complete all as specified and directed by Engr-in-Charge. Notes for ser item No 4 & 5: (i) Preparation of mix in hotmix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible and has to maintain the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these itrems shall include for carrying out the works with depolyment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable. (ii) Central computerised Hot mix plant of adequate capacity shall be used for heating and mixing of constituents for preparation of bituminous macadam and the same shall be laid with mechanical sensor paver all as specifiedand directed. (iii) Over newly provided bituminous macadam surfaces, further bituminous work, if ordered, shall be provided simultaneously after provision of bituminous macadamı & nο separate payment for provision of tack coat for bonding between the bituminous macadam & further bituminous work necessiated due to the time period gap or otherwise shall be made for separately. (iv) The Design mix shall be carried out from the Zonal lab/ Govt approved lab/Govt Engr College as approved by GE and design mix shall be got approved by GE before execution of the work. (v) The cost of all the above aspects shall be deemed to be included in the quoted rates of above item.

M&L for preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc. and the like n.exc 10 cm 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 manufactures instruction complete all as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floors and pavings thickness (below or above ground level) complete all as specified and directed.

M&L for 75mm thick cement concrete 1:3 6, type C-2. (using 40mm graded stone aggregate) as in sub base of floors, finished even and fair over well/rammed/compacted earth complete all as specified and directed.

M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 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 over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ 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 directed.

S&F Chequered cement concrete tiles 20 cm x 20cm x 25 mm thick, with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors including screed bed 15 mm thick complete in cement mortar 1:4 complete all as specified and directed.

M&L for providing cement concrete 1:2:4, type B-1, (using 20mm graded stone aggregate) as in roof kerbs or mud stop, rounded or chamfered on edges complete all as specified and directed.

M&L, cement concrete work in pavement/hard-standing of flexural strength 40 Kg/Square centimetre in field using 400 Kg of cement per Cubic Metre, thickness of concrete 25 cm or less and finishing the surface with brooming, complete all as specified and directed.

M&L formwork to edges of concrete flats, threads, bricks in floors, opening in concrete walls, floor and roofs n.exc 200mm wide and sides of RCC/PCC bend in walls, horizontal or sloping and similar work exc 10 cm but n.exc 20 cm wide complete all as specified and directed.

M&L forming 12mm thick expansion joints for 150mm thick concrete, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'A' complete all as specified and directed.

M&L forming contraction (dummy) joints 65mm deep x 10mm wide, filled with sealing compound of 'A' Grade complete all as specified and directed.

M&L forming construction joint 150mm deep x 10mm wide filled with sealing compound of 'A' Grade complete all as specified and directed.

S&F solar cat eye aluminium 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 including dismantling old cat eye complete all as specified and directed

S&F 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 themo 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 etc including dismantling old metal tubular dealineator complete all as specified and directed.

S&F in repair stainless steel location/ signage board type Box of size 100cm x 75 cm, made up of 50mm stainless steel tubes framing of grade Fe 304, with top board at 8 ft above ground with letters, figures sand base of high density prismatic retro reflective tape of superior quality on both sides of the aluminium composite panels (ACP) 3mm thick, including necessary excavation for potholes of size 30cm x 30cm x 60cm deep with PCC 1:2:4, type B2 (using 40mm graded crushed stone aggregate) complete all as specified and directed.

Surface dressing n.exc 15 cm deep in soft/lose soil complete all as specified and directed.

M&L for moorum as in berms laid in layers n.exc 10 cm thick spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

M/S MANZOOR AHMAD YATOO (BID ID -3382707)

M/S SK ATLANTIC ENTERPRISES (BID ID -3382289)

M/S GASSI BROTHERS (BID ID -3382137)

m/s zeal construction co (BID ID -3382343)

M/S BASHIR AND SONS (BID ID -3382885)