SPL REPAIR TO ROAD IN FRONT OF MAIN OFFICE, SPL REPAIR TO ROADS/INTERNAL GARRISON ROADS IN THE AOR OF AGE B/R-II, SPL REPAIR TO ROAD SIZE 150M FROM BLDG NO T-262 OFFICE COMPLEX TO BLDG NO TNC-330 AND SPL REPAIR TO HARD STANDING OF CVY GROUND AND HELI

Amount

Demolition of cement concrete (unreinforced) in ground floors and pavings exc 15cm thick (below or above ground level) complete all as specified and directed.

M&L plain cement concrete 1:4:8, type D2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.

M&L cement concrete work in pavement/ hard-standing of flexural strength 40 Kg/per square centimetre in field using minimum 400 Kg of cement per cubic metre or as per approved design mix, thickness of concrete 200mm complete all as specified and directed.

M&L form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floor and roofs n exc 20cm but n.exc 20 cm wide and sides of RCC/PCC bends in walls, horizontal or sloping and similar work wide complete all as specified and directed.

M&L forming 12mm thick expansion joints for 200 mm 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 construction (dummy) joints 65mm deep x 10mm wide, filled with sealing compound 'A' grade complete all as specified and directed.

Removing excavated material exc. 50m but 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&L polythene film, black, 100 micron laid in floors complete all as specified and directed.

M&L preparing existing black top surface 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. complete all as specified and directed.

M&L preparing 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 loose dirt etc. and applying evenly a priming/tack coat with paving bituminous primer @ 5 Kg/10 Sqm using VG-30 and laying semi dense asphaltic concrete (Design Mix) 30mm consolidated thickness with binder content VG-30 @5.5% by weight of total mix, using 2% cement OPC 43 grade by wt of total mix as filler material, laying with mechanical paver finisher, rolled and compacted with power roller exc 8 tonne but not exc 12 tonne capacity to required camber and gradient complete all as specified and directed.

M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5Kg 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, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30mm complete all as specified and directed by Engr-in-Charge.

M&L for repair to potholes by applying tack coat with bitumen of grade V-30 @5Kg per 10 Sqm, putting in premixed bituminous macadam, well reamed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.9 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30mm complete all as specified.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces exc 50 mm and not exc 100mm deep in area not exc 400 Sqm complete all as directed by Engineer-in-Charge.

Scarifying and picking gravelled, macadam or bituminous macadam surfaces exc 50 mm and not exc 100mm deep in area exc 400 Sqm complete all as directed by Engineer-in-Charge.

M&L for premix bituminous, macadam with 4% paving bitumen laid/rolled and compacted to require gradient and camber (consolidated thickness 75mm) complete all as specified and directed by Engineer-in-Charge. Note: Wks of repair to pot holes each upto 1 Sqm area to be carried in places and also patch repairs to depressions over 50mm shall also be carried out under this item rate under item No 13 includes for cleaning the surfaces of pot holes and deepressions and removing of the rubbish materials as per site requiremen.

M&L for applying evenly a tack coat/priming coat with bituminous primer @ at 3 Kg per 10 sqm using (VG10) paving bitumen with mechanical sprayer over black top surfaces, complete all as directed by Engineer-in-Charge.

M&L for applying evenly a tack coat/priming coat with bituminous primer @ at 5 Kg per 10 sqm using (VG10) paving bitumen with mechanical sprayer over black top surfaces, complete all as directed by Engineer-in-Charge.

M&L for applying evenly a tack coat/priming coat with bituminous primer @ at 10 Kg per 10 sqm tar-boiler, complete all as directed by Engineer-in-Charge.

M&L for bitumenonous premix asphalotic semi-dense concrete 40mm consolidated thickness with 5.5% paving bitumen, bitumen binder content by weight of total mix rolled and compacted to required camber and gradient complete all as specified and directed by Engr-in-Charge

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

S&F metal tubular delineator 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

S&F 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 including MS stud of suitable size as per manufactures instructions complete all as specified and directed.

Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.

M&L 75mm thick PCC 1:4:8 type D-2 as in sub base, floor complete all as specified and directed.

M&L for 100mm cement concrete 1:4:8, type D2 (using 40mm graded stone aggregate) as in sub base complete all as specified.

M&L sand filling under floor or in foundations including watering and consolidation for ILCB complete all as specified and directed.

M&L 80mm thick, machine pressed precast concrete interlocking paver block, with grey cement and and no pigment, any shape and size confirming to IS 15658-2006, M-40 Grade laid our sand as laying complete all as specified and directed. Note: Sand Cushioning shall be measured and paid separately.

M&L 80mm thick factory made coloured interlocking cement concrete tiles with Grade of M-40 confirming to IS 15658-2006 manufacturer's by hydraulic pressure process, with grey cement and pigment laid over sand cushioning complete all as specified and directed. Notes: (i) Tiles shall be approved by GE in writing before incorporation in work. (ii) Sand for cushioning shall be measured and paid separately.

M&L for machine pressed coloured glazed cement concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-50 grade with grey cement and no pigment laid our sand as laying complete all as specified and directed. Note: Sand for cushioning shall be measured and paid separately.

M&L for providing cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) as in benching, bed plates, coping, kerbs and the like including necessary formwork and finishing all exposed surface of concrete, complete all as specified and directed.

Demolition and breaking up 300mm dia and over, drain pipes (PVC, Salt glazed ware, AC or Reinforced concrete) set in cement mortar any size and in any position including all fitting complete all as specified and directed.

M&L for PCC 1:4:8, type D-2 (using 40mm graded stone aggregated) as in bed of drain pipe 300mm dia (nominal) including packing under and hanuching against the sides of pipe after they are laid and tasted complete all as specified.

S&F reinforced concrete pipes of 300mm dia, class NP3, laid and jointed complete including packing under and hanuching against the sides of pipe after they are laid and tested complete all as specified with collars complete all as specified and directed.

M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), granite tap or basalt spread, rolled and consolidated to gradient and camber required complete all as specified and directed by Engr-in-Charge.

All as per ser item No 35 here-in-before but except material complete all as specified and directed.

M&L for moorum/ red bajri filling in floors or pavings, laid in layers n.exc 15cm thick, spread, levelled & rammed including watering, rolled and consolidated to required gradient and camber complete all as specified and directed. Note: (i) Compacted thickness shall be measured and paid. (ii) Rolling/compaction shall be done by vibratory roller only.

M&L for providing cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps, and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings, kneelers, apex stone, bed plates and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed.

Excavating over areas, n exc 1.5m deep and getting out in any type of soil complete all as specified.

M&L hardcore of gauge exc 63mm, n exc 100mm deposited, spread and levelled in layers n exc. 100mm thick, watered and rammed to a true surface of broken stone or boulders complete all as specified.

Removing excavated material exc. 250m but n exc 500m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

M/S Tajamul Ah Buchh (BID ID -3490374)

AHMED CONSTRUCTIONS AND INFRA PVT LTD (BID ID -3490558)