CWE/FZR-12/2023-24 Special repairs to certain roads 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 150 mm and segregating serviceable stone metal for re-using and removal of debris from site to a distance upto 50 metres spread & leveled as directed, complete all as specified and as directed by Engineer - In- Charge.

Repairs to pot holes of any depth, area not exc 1.00 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads paths etc, cutting around edges to a regular shapes at least 25mm in depth, 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 sq m, blinded with 0.09 cu m 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 using paving bitumen complete all as specified and as directed by Engineer - In- Charge.

M&L for 150mm soling or sub base, with broken boulders or quarried stones, interstices filled, surface formed, rolled and consolidated to required camber and gradient with 8 to 10 Tonne power roller, complete all as specified and as directed by Engineer - In- Charge.

M&L for 150 mm thick (compacted average thickness) of WBM in two layers using granite, trap or basalt (75mm each layer compacted thickness) coarse aggregate (sand stone) of grading 2 (63mm to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonne power road roller & consolidated to required camber & gradient, complete all as specified and as directed by Engineer - In- Charge.

All as per item No-4 above , but except material complete all as specified and as directed by Engineer In Charge.

Material and Labour for 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 and as directed by Engineer - In- Charge.

All as per item - 06 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 for Bituminous premixed asphaltic semi dense concrete 30 mm average consolidated thickness using minimum 5.50% binder content (paving bitumen any penetration (VG-30) by weight of total mix (Design 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 for 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 by Engineer - In- Charge.

Material and Labour for 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 4 % 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.

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.

Material and Labour for Providing and marking broken/continuous central/end line on the road pavement and the like of description and width using hot applied thermoplastic compound 2.50mm thick (excluding thickness of glass beads) and providing reflective glass beads @ 250 gm per square metre as per IRC-135,confirming to MOSRT&H, complete all as specified and as directed by Engineer - In- Charge. .Make-STP/Asian Paint/Auto Mark.

Dismantling / 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 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.

M&L for brick work with sub class "B" Bricks laid brick on edge / road side berms ( less than half brick thick) laid in CM 1:6 complete all as specified and as directed by Engineer In Charge.

Demolition 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.

Demolition of cement concrete in ground floor and pavings n exc 15 cm thickness (below or above ground level ) complete all as specified and as directed by Engineer - In- Charge.

M&L for cement concrete 100 mm thick, type D-2 , 1:4:8 using (40mm graded stone aggregate) in sub base 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

Material and Labour for providing cement concrete type C1 (1:3:6) using 20 mm graded stone aggregate) as in roof kerbs or mud stops , sides of footpath and paved areas etc , rounded or chamfered on edges complete all as specified and as directed by Engineer - In- Charge.

Material and Labour for providing cement concrete type B1 (1:2:4) (using 20 mm graded stone aggregate) as in roof kerbs or mud stops , sides of footpath and paved areas etc , rounded or chamfered on edges complete all as specified and as directed by Engineer - In- Charge.

Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr deep in soft/loose soil for foundation, shafts, well, cesspits, manholes, peir holes n exc 10 sqm on plan and n exc 1.5 m in depth and getting out soil complete all as specified as directed by Engineer - In- Charge

Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 300 mm and over completes all as specified and as directed by Engineer - In- Charge.

M &L cement concrete type C-2, 1:3:6 ( 40 mm graded aggregate) to drain pipes 450 mm including packing under and completely surrounding pipes with concrete after they are laid and tested, complete all as specified as directed by Engineer - In- Charge

M&L 450 mm dia RCC pipes class NP3, laid and jointed complete with collars completes all as specified and as directed by Engineer - In- Charge.

Returning, filling in, excavated soil including leveling, watering and well ramming in layers of thickness not exceeding 25 cm in each layer complete all as specified and directed.

Removing excavated surplus soil to a distance exceeding 50 mtr and depositing the soil where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed.

M&L PCC 1:4:8 (Type D2) using 40 mm graded stone aggregate as in foundation filling and mass concrete. complete all as specified and as directed.

Demolition of brickwork of stone / boulder masonry , built in cement mortar as in manholes etc complete all as specified and as directed by Engineer - In- Charge

M&L for brick work with sub class "B" Bricks ( Old size bricks) straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer In Charge.

M&L coping 1:2:4 type B-1, kneelers , apex stones, bed plates , kerbs, water troughs and the like including weathering slightly rounded or chamfered angles and throating as specified and as directed by Engineer In Charge.

M&L rendering 15mm thick in cement and sand mortar 1:4 on fair faces of brick orconcrete surfaces, finished even and fair without using extra cement complete all as specified and as directed by Engineer In Charge.

M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and as directed by Engineer In Charge

Harmesh Kumar Sharma and Sons

CHETAK CONSTRUCTION COMPANY