CWE/FZR-27/2024-25 REPAIR TO ROADS IN MAP MD ACCN AND OTHER CENTRAL ROADS IN AREA UNDER GE (WEST) FEROZEPUR CANTT

Amount

Scarifying or picking existing gravelled macadam or bituminous macadam surface, area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100 mm (average 75mm) and segregating serviceable stone metal for re-using and removal of debris from site to a distance upto 50 metres spread & levelled complete all as specified and as directed by Engineer-in-Charge.

Repair to potholes any depth, not exc 1 sq m 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, but making good by applying tack coat @ 5 kg per 10 sq m, 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, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm complete all as specified and as directed by Engineer-in-Charge.

Material and labour 75 mm thick (compacted thickness) of WBM using granite, trap or basalt broken stone coarse aggregate (sand stone) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread,rolled and consolidated to gradient and camber required, with 8 to 10 tonne power road roller complete all as specified and as directed by Engineer-in-Charge.

Material and labour Premix bituminous macadam (Design Mix), laid/rolled and compacted to required gradient and camber (consolidated) thickness 75 mm or less by binder content (paving bitumen (VG-30) of 5 % by weight of total mix laid with self propelling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed by Engineer-in-Charge.

Material and labour preparing WBM 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, applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 Sqm of road surface by sprayer operated by hot pressure mechanism, complete all as specified.

All as per item - 05 above, but on existing black top surfaces and tack coat @ 5 Kg per 10 Sqm complete all as specified and as directed by Engineer-in-Charge.

Material and labour Bituminous premixed asphaltic semi dense concrete 30 mm consolidated thickness using minimum 5.50% binder content (paving bitumen (VG-30) by weight of total mix laid with self propelling mechanical paver and rolling with 8 to 10 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed by Engineer-in-Charge.

Material and labour Bituminous premixed asphaltic semi dense concrete 40 mm consolidated thickness (Design Mix) using minimum 5.5 % binder content(paving bitumen (VG-30) by weight of total mix laid with self propelling mechanical paver and rolling with 8 to 10 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.

Moorum / red bajri/ Coarse sand filling in floors or pavings, road berms etc, laid in layers n exc. 15 cm thick, spread, levelled and rammed including dressings & watering complete all as specified and as directed by Engineer-in-Charge.

Demolition / digging out of Bricks/ PCC Blocks ( kerb stone) (laid flat or on edge) in kerbs, aprons, and road side Stone / edging etc. complete all as specified and as directed by Engineer-in-Charge.

Material and labour for Continuous brick edging, with width equal to the width of the brick; laid dry on end vertically complete all as specified and as directed by Engineer-in-Charge.

Material and labour for providing precast factory made solid PCC blocks as in (kerb stones) 1:2:4 , type B-1 (using 20 mm graded stone aggregate ) finished even and smooth on internal face fixed in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparing bituminous surface of road and marking 2.5mm thick centre line, stop lines, dashes arrows etc. and the like n. exc 10cm wide on roads pavents 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 including providing reflective glass beads @ 250 gm per sqm as per IRC-135, confirming to MOSRT&H, complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair Supply and fix 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 complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repair Supply and fixing 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 complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs speed breakers / bumps in black & yellow colour of size 335 mm x 450mm and 75 mm thick of model No- DA-1004 fixing with nails/ screws on road complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing in repairs Convex Mirror (with pole of adjustable height) of 800mm dia with ABS body and fixed in PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in foundations of post / pole complete all as specified and as directed by Engineer-in-Charge.

Material and labour Preparation of old plastered/new concrete surfaces of walls of any description (i.e road side kerb stone/ plastered surfaces) over 10cm width or girth and applying two coats Plastic emulsion paint complete all as specified and as directed by Engineer-in-Charge.

Dismantling of stone slabs and tiles of any description or thickness in floors, aprons, dados etc laid dry, or laid dry and pointed in any mortar and removal rubbish off the site complete all as specified and as directed by Engineer-in-Charge.

Material and labour for sand filling under interlocking paver blocks and all other similar works complete all as specified and as directed by Engineer-in-Charge.

Material and labour for machine presssed precast concrete interlocking paver block (Grey Colour) of any shape and size confirming to IS 15658 -2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment laid dry over sand cushion complete all as specified and as directed by Engineer-in-Charge.. Note :- Sand cushioning shall be measured and paid separately

Material and labour for machine presssed precast concrete interlocking paver block ( Coloured ) of any shape and size confirming to IS 15658 -2006 of 60 mm thickness, M-35 Grade with grey cement and pigment laid dry over sand cushion complete all as specified and as directed by Engineer-in-Charge. Note :- Sand cushioning shall be measured and paid separately

All as per item No 22 above but except interlocking paver blocks etc of any description complete all as specified and as directed by Engineer-in-Charge.

V R TRADERS (BID ID -3123035)

Harmesh Kumar Sharma and Sons (BID ID -3123000)

Kissan contractor and engg works (BID ID -3121768)

M/s Bansi Lal (BID ID -3123974)

M/S Pee Kay Builders (BID ID -3122815)

M/S N Maini Constrution (BID ID -3123170)

M/S Yashpaul Gulati (BID ID -3122500)