RRS RELATED WORKS ACTIVITY INCLUDING RUNWAY, DIPERSAL PAINTING, BAY MARKING, JOINT FILLING REPAIR WORKS AND GRASS CUTTING IN AIRFIELD AT TECH AREA, AF STN GWALIOR

Amount

M&L for execution of Runway Rehabilitation Scheme(RRS) within the time schedule as specified in particular specification and all as directed by Engineer-in-charge/GE/Air Force authorities. Note:- (i) The T&P, materials and manpower involved in the execution of RRS shall be measured and paid separately in the respective items. (ii) Contractor will arrange tools, plants, labour and machinery as per CA for Runway Rehabilitation Scheme(RRS) on short notice of within 06 Hrs. (iii) Contractor shall transport IMDM Machine from MT Section to RRS location and return back at MT section after completion of RRS. (iv) Contractor shall clean/clear IMDM Machine within two hours/direction of Engr-in-charge after completion of RRS exercise with no claim of contractor whatsoever shall be considered if deployed tools, plants, labour for cleaning is required. (v) Building material as per contract shall be stacked at designated place as directed by Engr-in-Charge. (vi) No Claim of contractor whatsoever shall be considered if deployed tools, plants, labour and machinery remain idle/static for three days at work due to any administrative reasons. (vii) Contractor shall also arrange testing equipments for carrying out field testing in accordance with relevant IS without any extra cost to the department.

Supply and stacking of crushed stone aggregate of size 63 mm near Runway inside Tech Area complete all as specified and directed. Note: Any deduction of voids shall be made as per IS SP : 27-1987.

Supply and stacking of crushed stone aggregate of size 40 mm near Runway inside Tech Area complete all as specified and directed. Note: Any deduction of voids shall be made as per IS SP : 27-1987.

Supply and stacking of crushed stone aggregate of size 20 mm near Runway inside Tech Area complete all as specified and directed. Note: Any deduction of voids shall be made as per IS SP : 27-1987.

Supply and stacking of fine aggregate(river sand) sand near Runway inside Tech Area complete all as specified and directed. Note: Any deduction of voids shall be made as per IS SP : 27-1987.

Supply and stacking of Quarried rubble stone or broken boulders of size 150mm to 300mm at location (near runway) decided by Air force authorities complete all as specified and directed. Note: Any deduction of voids shall be made as per relevant IS.

Supply only Polyethylene film 400 micron thick near Runway inside Tech Area complete all as specified and directed.

Supply & Operation of 01 x JCB Machine with rock breaker Heavy Duty (with one driver & one helper) including Fuel inside Tech Area complete all as specified and directed.

Supply & Operation of 01 x Road Roller Vibration type (with one driver & one helper) including Fuel inside Tech Area complete all as specified and directed.

Supply & Operation of 01 x Front end Loader (with one driver & one helper) including Fuel (min load carrying capacity 2.5 Ton) inside Tech area complete all as specified and directed.

Supply & Operation of 01 x Generator 5 kVA Trailer Mounted ( with one operator) including Fuel inside Tech Area complete all as specified and directed.

Supply & Operation of 01 x Tractor (with one driver & one helper) including Fuel inside Tech Area complete all as specified and directed.

Supply & Operation of 01 x Crane 5/6 ton (with one driver & one helper) including Fuel inside Tech Area complete all as specified and directed.

Supply & Operation of 01 x lorry flat deck 10T (with one driver & one helper) including Fuel inside Tech Area complete all as specified and directed.

Supply & Operation of 02 x truck mounted water bowser/tractor towing water tanker of capacity 3000-4000 ltrs (with one driver & two helper) including fuel inside Tech Area complete all as specified and directed.

Providing the services of unskilled manpower (mazdoor man only) for 8 Hrs for loading & unloading materials and to execute the RRS exercise or related works complete all as specified and directed.

Providing the services of Masons ( man only) for 8 Hrs to execute the RRS exercise or related works complete all as specified and directed.

M&L for preparation of existing joints by manually/mechanically raking out to depth of 20 to 25mm and width of joints 5 to 10mm,cleaning the joints with coir brushes and removing all the fine particles, cleaning to concrete surfaces and joints with the help of air compressor and removing away the existing sealing compound and all other loose materials to a distance exc 200 meter but n.exc 250meter as directed and provided a back rod of width 3-5 mm more than width of joints / debonding strip of width equal to joint width , applying primer to joint with light pressure and filling the joints with polyurethane base sealing compound (pitch free) ISI marked compound to a depth 10 to 12 mm including fixing masking tape to prevent edges of joints becoming dirty due to spillage of sealant complete all as specified and directed . MAKE :- M/s Sika India Pvt Ltd, M/s Fosroc Chemicals, M/s STP Ltd, M/s Choksey Chemicals Pvt Ltd & M/s BOSTIK India Pvt Ltd

Description same all as per item No 2.00 here-in-before but width of joints 11mm to 15mm complete all as specified and directed.

Description same all as per item No 2.00 here-in-before but width of joints 16mm to 20mm complete all as specified and directed.

Description same all as per item No 2.00 here-in-before but width of joints 21mm to 25mm complete all as specified and directed.

Description same all as per item No 2.00 here-in-before but width of joints 26mm to 30mm complete all as specified and directed.

Description same all as per item No 2.00 here-in-before but width of joints 31mm to 35mm complete all as specified and directed.

Description same all as per item No 2.00 here-in-before but width of joints 36mm to 40mm complete all as specified and directed.

M&L for repair of concrete slab or pavement damaged/spoiled edges/surfaces cut to rectangular section, removing all loose and foreign material and disposing off the same to a distance exc 200m but n.exc 500m and cleaning the surface and filling with epoxy resin and hardener with quartz sand all as per manufacturer's instruction including necessary formwork complete all as specified and directed.

M&L for repair of concrete slab or pavement damaged/spoiled edges/surfaces cut to rectangular section, removing all loose and foreign material and disposing off the same to a distance exc 200m but n.exc 500m and cleaning the surface and filling FLEXOPATCH-ELASTOMERIC CONCRETE all as per manufacturer's instruction including necessary formwork complete all as specified and directed.

Demolition of flexible / rigid pavement of any description and in any position by means of mechanical method including cutting by machine of existing edges / boundary of any thickness and removing the material exc. 5km but not exc. 8 km complete all as specified and directed.

M&L for 150 mm thick dry lean concrete of compressive strength not less than 7 Mpa at 7 days (Min cement content should not be less than 140 Kg/Cum) complete all as specified and directed.

M&L for 10mm thick layer of sand including watering rolling over DLC complete all as specified and directed.

M&L for 400 micron HDPE sheet virgin quality having min weight 390 gm per sqm over sand layer complete all as specified and directed.

M&L for pavement quality control concrete using crushed stone aggregate having minimum field flexural strength of 45 Kg/Sq Cm and characteristic compressive strength 40 N/Sqmm in pavement using non circular/triangular synthetic fibre @ 0.25% by weight of cement used laid to level, gradient and camber including necessary form work complete all as specified and directed. Note : Non circular / triangular fibre shall be measured and paid for separately as supply only.

Supply only polyester non-circular/triangular fibres 12-18 mm long with circum circle diameter 15-40 micron, designed for melting point of 250 degree celsius and having specific gravity of 1.34 to 1.39 complete all as specified and as directed.

M&L for finishing of concrete pavements by belting and brooming without using extra cement complete all as specified and directed.

M&L for forming construction/dummy joint 8-10mm wide and 100mm deep, primed and providing a back up rod/debonding strip and top 10mm primed and sealed with and using polyurethane based sealing compound with suitable primer as per manufacturer's recommendations complete all as specified and directed.

M&L for forming 25mm wide expansion joint to full depth of slabs (300mm thick) and filled with compressible rubber filler board and providing a back up rod/debonding strip and top 12mm (excluding 2 to 3 mm recess at top) primed and sealed with and using polyurethane based sealing compound with suitable primer as per manufacturer's recommendations, complete all as specified and as directed (including cutting edges of existing pavements for forming expansion joints between existing and proposed slab if required). Note: Compressible filler board shall be fixed after full depth cutting of slab, complete all as specified and directed.

M&L for scrapping of existing water base paint/ reflective paint on rigid/flexible pavement of runway by manually with wire brush, steel scraper or mechanically and brooming down the surface including removal of debris outside the runway etc complete all as specified and directed

M&L for two coat of water base paint for painting lines, dashes, arrows, letters etc on bituminous/concrete surfaces exceeding 10cm width with Machine (Air/ Airless spray applications). Colour of Water base paint will be white, yellow, black & red as per the requirement in Air field complete all as specified and directed . Note: Paint shall be conforming to IS-164 of Berger "Guideline RM 164" , Asian paints "Apcotrak IS" or equivalent from approved list of any command and as approved by GE. Specification of the machine is as under :- Graco line lazer 5900 with 2 guns, Graco line lazer 200HS as approved by GE.

Description all as per item No 21.00 here-in-before but two coats of water base paint complete all as specified and directed

Description all as per item No 21.00 here-in-before but including Black Border complete all as specified and directed

Description all as per item no 21.00 here-in-before but two coat of retro reflective paint to obtain WFT 300 microns including drop on glass beads @ 350 grams per Sqm (TTB 1325 type III and having refractive index 1.9) . Paint shall be of Berger "Guideline Airfield WBR paint/Sigmark WB Airfield Paint" , Asian paints "Apcotrak WBR" or equivalent from approved list of any command and as approved by GE.

Description all as per item No 24.00 here-in-before but including Black Border complete all as specified and directed

M&L for cutting of grass, shrubs and vegetation of any type & height on runway/ links/dispersal shoulders by Grass Mowers Mulcher machine operated with tractor upto ground level and making the area clean by collecting the grass clippings/rubbish in grass catcher mechanically and throwing to a distance not less than 500 mtrs away from runway complete all as specified and directed. Note : Contractor shall deploy extra labours without any extra cost for collection of grass clippings/rubbish left over or not collected in grass catcher by manually on same day and removing/throwing away as specified above.

M&L for cleaning the cracks developed between joints of flexible portion(Runway) and rigid portion (runway shoulders) by manually/mechanically including raking out to depth of 50 to 100mm and width of joints 10 to 15 mm and removing all the fine particles with the help of air compressor and throwing away the debris/loose material or old sealing compound etc to a distance exc 200 meter but n.exc 250meter as directed and joints filled and sealed with sealing compound Grade 'B' (Fuel resistant) complete all as specified and directed.

M&L for cleaning the cracks developed between joints of flexible portion(Runway) and rigid portion (runway shoulders) by manually/mechanically including raking out to depth of 10 to 50mm and width of joints 5 to 10 mm and removing all the fine particles with the help of air compressor and throwing away the debris/loose material or old sealing compound etc to a distance exc 200 meter but n.exc 250meter as directed and joints filled and sealed with sealing compound Grade 'B' (Fuel resistant) complete all as specified and directed.

M/s Bijender Singh (BID ID -3198936)

M/S LAKSHYA CONSTRUCTIONS (BID ID -3202043)

Adhunik Builders (BID ID -3201640)

POONAM ELECTRIC INDUSTRY (BID ID -3202071)

KULWANT SINGH (BID ID -3202345)

Bidder Name

Adhunik Builders

M/s Shrangi Rishi Construction

M/s Bijender Singh

M/S LAKSHYA CONSTRUCTIONS

POONAM ELECTRIC INDUSTRY

KULWANT SINGH