REPAIR TO INTERNAL PATH, ROADS, HARD STANDING AT PURKAZI UNDER GE ROORKEE

Amount

M & L for repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud or water, scroring sunken surfaces in road, paths etc cutting around edges to at least 25mm in depth. making good by applying tack coat with bituminous primer @ 5 kg per 10sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specfied and directed.

M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm and exc 50 mm and n exc 100 mm deep complete all as specified and directed.

M & L 7.5 cm for thick ( compacted thikness) WBM, with lime stone, sand stone, Flint or quartzite coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consoildated to gradient and camber reqiured complete all as specified and directed.

M & L for perparing Unsurfaced water bound macadam surfaces by brushing with hard wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface the gunny bags to remove all loose dirt etc. complete all as specified and directed.

M & L for applying evenly a priming/tack coat with bituminous primer @ 10 kg/10sqm, using paving bitumen complete all as specified and directed.

M & L for preparing black top surfaces by brushing with hard wire brushes for remaining caked mud etc , sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified directed.

M & L for applying evenly a priming/tack coat with bituminous primer @ 5kg/10sqm, using paving bitumen complete all as specified and dierected.

M & L for premix bituminous, macadam using paving bitumen of grading VG-30 laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using paving bitumen with 4% by weight of total mix complete all as specified and dierected.

M & L for bituminous premixed semi-dense asphaltic concrete 30mm consolidated thickness with 5.5 % binder content by weight of total mix rolled compacted to required camber and gradient all as specified and directed using paving bitumen of grading VG-30 with mechanical paver complete all as specified ans directed.

M & L for cleaning the road surface of dirt, seals oil, greaseand foreign material etc and applying 2.5 mm thick road marking strips (retctro reflective) of white/ yellow colour using hot thermoplastic materials by fully/semi automatic thermoplastic paint applicator mechine fitted with profile shoe, glass beads dispenser, propane tank heaterand profile shoe heaterdriven by experended operator complete all as specfied and directed.

Demolition of cement concrete in ground floor and pavingsn exc 15 cm thickness ( below or ground level) complete all as specified and directed.

M & L for providing 75mm thick PCC 1:4:8 type D-2, (using 40mm graded stone aggregate) as in sub base of floor, concrete complete all as specified and directed.

M & L for PCC 1:2:4 type B1 using 20mm graded stone aggregate, as in kerbs/stops rounded or chamfered on edges of the interlocking tiles complete all as specified and directed.

M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness M 35 grade with grey cement and pigment, complete all as specified.

M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness M 35 grade with grey cement and no pigment, complete all as specified.

M & L for Machine pressed precast Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry with grey cement and no pigment over 15mm thick screed bed in cement mortar 1:4 as in floors, complete all as specified.

Supply and laying sand (25 mm thickness) for cushioning to interlocking paver block complete all as specified and directed.

S&F in repairs 100X100X25 mm road stud cat eye made of aluminium moulded two No's reflectors in red / Yellow / white fixed on two sides for maximum ratro reflection of approved make complete all as specified and directed. (Make : DARK EYE/ AVERY/Alcolite)

S & F in repairs 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 completed as per manufactures instructions etc. all as specified and directedas per manufactures instructions in red / yellow /white of approved quality complete all as specified and directed. ( Make : DARK EYE / AVERY / ALCOLITE)

Supply and fixing 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 thermo 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 complete all as specified and directed.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.

Add to (or deduct from) last item for every 3 cm or part thereof above or below 15 cm average depth in soft/loose soil complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.

Taking out / demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of dia 200 mm dia set in cement mortar incl haunching and benching complete all as specified and directed by Enginner-in-Charge.

S & F reinforced concrete pipes 200 mm dia, class NP 2 with one collar per length of pipe complete all as specified and directed.

M & L for concrete bed to drain pipe in Cement Concrete (1:3:6) type C2 using 40 mm stone aggregrate including packing under, and haunching against the sides of pipe after they are laid and tested of 200 mm bore, complete all as specified and directed by Enginner-in-Charge.

Taking out / demolition and breaking up drain pipes (Salt glazed stone ware, AC or Reinforced concrete) of 300 mm dia, set in cement mortar complete all as specified and directed by Enginner-in-Charge.

S&F reinforced cement concrete pipes 300mm dia, class NP-2 with one collar per length of pipe complete all as specified and directed.

M&L for PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregrate) as in bed to 300mm class NP-2 pipes including packing under and haunching against sides of pipes after they are laid and tested complete all as specified and directed by Enginner-in-Charge.

Taking out / demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of dia 450 mm dia set in cement mortar incl haunching and benching complete all as specified and directed by Enginner-in-Charge.

S & F reinforced concrete pipes 450 mm dia, class NP 2 with one collar per length of pipe complete all as specified and directed.

M & L for concrete bed to drain pipe in Cement Concrete (1:3:6) type C2 using 40 mm stone aggregrate including packing under, and haunching against the sides of pipe after they are laid and tested of 450 mm bore, complete all as specified and directed by Enginner-in-Charge.

Taking out / demolition and breaking up drain pipes (Salt glazed stone ware, AC or Reinforced concrete) of 600 mm dia, set in cement mortar complete all as specified and directed by Enginner-in-Charge.

S&F reinforced cement concrete pipes 600mm dia, class NP-2 with one collar per length of pipe complete all as specified and directed.

M&L for PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregrate) as in bed to 600mm class NP-2 pipes including packing under and haunching against sides of pipes after they are laid and tested complete all as specified and directed by Enginner-in-Charge.

Returning filling in with excavated soil including spreading, leveling, watering & well ramming in layers not exc 25 cm thick complete all as specified and directed.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

Removing excavated material n exc. 250m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

M/s Himanshu Tyagi (BID ID -3041631)

Alankar Traders (BID ID -3037240)