Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date14 Sep 2024
Closing Date14 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 99,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Repair / Maint To Ptt Emulsion Application, Curf Cutting/ Filling, Cleaning Of Monsoon Drain/ Culvert, Joint Filling In Vip Dispersal Area And Other Connected Areas In Runway
Description
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Contact
Tender Id
2024_MES_674720_1Bid Award Id
ViewTender No
8698/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Due to continuous Flying commitment at Sulur Station, site for execution of work will be available only on Saturday, Sunday, Holiday and non flying days as decided by the ATS authorities.
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The tenderer has to arrange his working programme accordingly.
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The tenderer has to liaise with the ATS authorities two days prior of his planned works and schedule accordingly.
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No claim on account of not giving the entire site after award of work or giving the site in piecemeal manner will not be entertained by the department at any stage.
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The quoted rates shall be deemed to be inclusive of above mentioned aspects.
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M & L cutting, removing damage portion of concrete surface in square/ rectangular shape for a minimum depth of 35mm, cleaning the surface with wire brush or cloth and removing the dirt including the wetness and dampness by means of dryer and supply and laying geo polymer based "Geo Krete - of Make eco materials or equivalent in Fosroc chemicals/ Tiki Tar/ M/s STP Limited/sika india pvt ltd rapid setting curing free semi levelling structural mortar of single compound activated by water for quick construction & levelled the surface to match with existing surface all as per manufacturer’s instructions as specified & directed. The geopolymer based water impermeable concrete resurfacing mortar shall have compressive strength of 15 M Pa in 2 hours and 50 M Pa in 28 days without any water curing and curing compounds having a water penetration of less than 2 MM when tested as per DIN 1048 and RCPT valve of less than 800 coloumbs when tested as per ASTM C 1202.
8
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Note for Item No 9 above :- The tenderer shall take into consideration the following points while quoting rate for above item:-
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(a) The rate deemed to be included for making good to disturbed portion around the area where material are applied.
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(b) Material shall be procured from the authorised manufacturer only.
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(c) The work shall be carried out through authorized and qualified applicators of the manufactor only in presence of departmental rep.
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M&L Chipping out neatly and cutting of existing loose concrete of crack at Runway/taxi track/Pavement by using saw cutter, Cutting of crack portion shall not be less than 100 mm wide and 25 mm deep and clearing of all loose material with air blower/sand blaster and the portion applying proprietory primer on surface to obtain tack and finally filled by Elastomeric concrete mix shall be prepared as per manufacturer instruction to obtain true surface and finally set the surface with hand tools complete all as specified and directed.
7.5
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Note for item No 14 above :- The tenderer shall take into consideration the following points while quoting rate for above item:-
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(a) Providing masking tape at joints/ on edge of cut portion and necessary formwork required if any at spalled joints edge to prevent accidental spillage of concrete on top surfaces to give a neat finish. The quoted rate is deemed to be inclusive of this provision.
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(b) The rate is deemed to be included for making good the distrubed portion of joint filling around the area where material are applied.
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(c) Material shall be procured from the authorised manufacturer only.
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(d) The work shall be carried out through authorized and qualified applicators of the manufacturer only in presence of departmental and user representative.
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M&L Moorum/red bajri filling including spreading and levelling in layers not exceeding 15 cm thick, spread, levelled and rammed Including watering and rolled to true surfaces with 8 to 12 Ton capacity power roller to achieve compaction of 98% modified proctor density complete all as specified.
25
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M&L repairs to runway cracks by using ''RUNPHALT' bitumen tubing/ rope for filling of cracks on the runway, width of crack 5mm to 7mm with the help of screw driver pushing it inside the crack then apply direct flame 20-30 seconds through torch method complete all as per manufacturers instruction and as directed by Engineer-in-Charge.
Make:- M/s Srijan System PVT Ltd or equivalent as approved by GE
400
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M&L repairs to cracks using ''RUNPHALT' bitumen tubing/ rope for filling of cracks on the runway width of crack 8mm to 10mm with the help of screw driver pushing it inside the crack then apply direct flame 20-30 second through torch method complete all as per manufacturers instruction and as directed by Engineer-in-Charge
Make:- M/s Srijan System PVT Ltd or equivalent as approved by GE
350
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M&L for applying Epoxy primer @ 0.45Kg/Sqm over old epoxy surfaces all as specified and as directed.
10
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M & L levelling of runway shoulders with grader mechanical machine and rolling of surface with road roller of capacity 8-10 tonne, including removal of boulders and other materials obtained from area and all as specified and directed.
35500
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Note for Item No 24 above :- (a) The contractor shall adhere to time frame as per the user's requirment and as per demand. The demand and the location of work will be intimated either by rep of User/ MES rep well in advance.
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(b) Incase of failure to attend the demand in time penalty will be levied for each day @ Rs 1000/- for non completing the requirment till completion of work. Note that this penalty is exclusively other than condition 56 of IAFW-2249 and shall be treated as interim condition of the contract.
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(c) The decision of Accepting Officer in this regard shall be final & binding.
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M & L applying two coat of water based paint of black colour on runway/taxiway/apron or other airfield markings of any size and length including letters and numeral markings with suitable mechanical pavement marking machine, including removal of existing complete painted area and cleaning of the area by means of wire brushes/ mechanically complete and removal and surfaces not exceeding 10 cm wide where directed and all as specified and as directed.
100
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Note for item No 28 above :- (i) The cost for using spraying machine including necessary DG Set required to operate machines used for scraping / removal of existing paint deemed to be inclusive in the above quoted rate.
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(ii) During weekdays site will be available for approximate 4 to 5 hours due to aircraft movements such as landing/takeoff.
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(iii) During weekend days site will be available for 5 to 6 hours. Contractor shall consider the above points while quoting the rate and no extra payment shall be claim by the contractor on account of this.
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M & L removing grass/vegetation cutting, bushes, leaves, soil or any other waste material debris along the Runway sides and surrounding area of Air Field of any size in width and depth and removing the debris to a distance exceeding 5 Km outside MD land periphery of the airfield all as directed.
30
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Note for Item No 32:- The tenderer shall take into consideration for following points while quoting rate for the above item : a) Grass cutting shall be used by mechanical earth moving machineries with jungle jim attachment as and when required and as directed (b) One Skilled jungle jim tractor operator to be provided by the contractor as and when required (c) POL for jungle jim tractor to be borne by the contractor (d) For 1 Day Min 8 hrs to be operated
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M&L Applying one coat of water based road marking paint such as lines, dashes, arrows, letters, boxes etc on roads, pavements and the like including preparation of surfaces by brushes/ mechanical grinder/sand papers, making surface rough to hold paint exceeding 10 cm wide all as specified and as directed.
5000
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Note for item No 34 above :- (i) The cost for using spraying machine including necessary DG Set required to operate machines used for scraping / removal of existing paint deemed to be inclusive in the above quoted rate.
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(ii) During weekdays site will be available for approximate 4 to 5 hours due to aircraft movements such as landing/takeoff.
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(iii) During weekend days site will be available for 5 to 6 hours. Contractor shall consider the above points while quoting the rate and no extra payment shall be claim by the contractor on account of this.
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Surface dressing of soft/loose soil n.exc 15 cm deep etc and all as specified and directed.
5000
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M&L Applying one coat of white wash on walls /concrete pavement surface including preparation of old surfaces all as specified and as directed.
5000
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M&L Filling the pot holes in concrete surfaces of size n exc 15mm in dia and 20mm in deep by using a mixture of quartz sand No 9 -450 parts by weight, Hardner Hy 140-50 parts by weight and araldite GY 257-100 parts by weight to form a hard paste and filling the pit holes after cleaning the dust particles with blower and applying primer coat with epoxy resin of mix with formulation of 100 parts of araldite GYZ 57 and 50 parts of hardner Hy 840 by weight and ramming with hammer to make a uniform surface to match with the existing concrete surfaces all as specified and as directed.
10
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Note for item No 40 above :- (a) Contractor shall provide 02 Nos of skilled manpower to execute the job on as required basis all as per directed by Engineer in charge.
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(c) The contractor shall adhere to time frame as per the user's requirement and as per demand. The demand and the location of work will be intimated either by rep of User/ MES rep well in advance. Incase of failure to attend the demand in time penalty will be levied @ Rs. 500/- per day for non completing the requirement till completion of work. Note that this penalty is exclusively other than condition 56 of IAFW-2249 and shall be treated as interim condition of the contract.
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M&L Excavation and removal of deposited spoil/silt and any type soil in foul position from the existing storm water drainages/ rain water pits of size exc 1.50 m wide and depth not exc 4.50m by getting out including removal of sludge /silt/soil outside MD land to a distance exc 1.50 Km but n. exc 5.00 Km and depositing where directed.
5
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Cleaning of existing cover drain of any depth any width by using jet water pressure mechanical pump,suction pump and removing mud/silt, vegetation growth, plants/small tress etc to a distance 50m , including repairing cracks in cement mortar (1:3) where noticed in surface of drain all as directed and specified.
300
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Note for item No 44 above :- (a) The work to be executed in highly restricted area.
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(b) The unit rate is deemed to be included for removing of accumulated earth of any width and depth upto 15 cm cleaning/cutting the grass with hand operated petrol/kerosene driven grass cutting machine and removing the grass waste around 1m from both side of the drain to outside MD land Note: Periodicity of cutting of grass shall be before commencement of work and after completion of repairs.
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(c) The unit rate deemed to be considered for First Aid and necessary safety arrangements equipment’s to be provided by the tenderer for workman.
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(d) The tenderer shall adhere to time frame as per the user’s requirement and as per demand. The demand and the location of work will be intimated either by the rep of user/ MES rep well in advance. In case of failure to attend the demand in time penalty will be levied for each day @ Rs 500/ for non-completing the requirement till completion of work. The nature of the work related to Airfield maintenance, hence the delay is not acceptable.
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M&L applying one coat of water based paint of yellow colour on runway/ taxiway/ apron or other airfield markings of any size and length including letters and numeral markings with suitable mechanical pavement marking machine, including removal of existing paint and cleaning of the area by means of wire brushes/ mechanically complete and removal where directed and all as specified and as directed.
300
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Note for item No 49 above :- (i) The cost for using spraying machine including necessary DG Set required to operate machines used for scraping / removal of existing paint deemed to be inclusive in the above quoted rate.
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(ii) During weekdays site will be available for approximate 4 to 5 hours due to aircraft movements such as landing/takeoff.
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(iii) During weekend days site will be available for 5 to 6 hours. Contractor shall consider the above points while quoting the rate and no extra payment shall be claim by the contractor on account of this.
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M&L Applying One coat of water based paint of black colour on runway/taxiway/apron or other airfield markings of any size and length on runway/taxiway/apron or other airfield markings of any size and length including letters and numeral markings with suitable mechanical pavement marking machine, including removal of existing complete painted area and cleaning of the area by means of wire brushes/ mechanically complete and removal and surfaces exceeding 10 cm wide where directed and all as specified and as directed.
1000
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Note for item No 53 above :- (i) The cost for using spraying machine including necessary DG Set required to operate machines used for scraping / removal of existing paint deemed to be inclusive in the above quoted rate.
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(ii) During weekdays site will be available for approximate 4 to 5 hours due to aircraft movements such as landing/takeoff.
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(iii) During weekend days site will be available for 5 to 6 hours. Contractor shall consider the above points while quoting the rate and no extra payment shall be claim by the contractor on account of this.
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M&L repairs to airfield cracks using Single component 'Aspha-Flo' coal tar free signature grade Gilsonite modified Asphalt emulsion, special polymers and additives streaming crack, joint stuffer to prevent cracks from forming into pot holes and filling of cracks and joints on asphaltic surface of the runway and capable to be applied directly on damp pavement also all as per manufacturer's instructions as specified and directed.
15
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Note for item No 57 above :- The coverage for different size of cracks shall be as given below:-
(i) 24.20 meter/Ltr for 6mm (width) x 6mm (Depth) crack (ii) 6.05 meter/ L for 13mm x 13mm crack (iii) 2.10 meter/ L for 25mm x 25mm crack . (iv) Back-up rod to be used in case depth is more than 25mm.
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M & L removing leaves, grass, bushes, soil, plastic bags or any other waste material debries from drain and surrounding area of Air Field of any size in width and depth and removing the debries to a distance exceeding 5 Km outside MD land periphery of the airfield including removing and refixing cover slab after carried necessary repair work in CM 1:3 all as directed.
7000
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M&L remove the existing damaged filled sealing compound including polyethylene rod by raking end using blow lamp and cleaning of expansion/construction/dummy joints of concrete pavement free from dust and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give a neat finish to the sealant,provision of polyethylene backup rod 10-15 mm dia in construction/dummy joint and sealed with polyurethane based sealing compound 10-12 mm thick above back up rod confirming to BS 5212-1990 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete all as specified and as per manufacturers instructions. The size of the joint is 8 to12mm wide for construction/dummy joint.
50
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Note for item No 60 above :- (a) The existing sealant compound shall be taken out completely using blow lamp and joint shall be cleaned with wire brush and loose particles dust etc shall be removed by using hand pump before applying primer.
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(b) Any spillage of material during filling over the slab shall be removed and cleaned by contractor and any damage accrued to the concrete slab will be made good by the contractor without any extra cost to the department.
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(c) Material shall confirm to BS (manufacturer : FOSROC (COLPOR-200 gray) or Chemtallraj India Pvt Ltd. (RALLITHANE) or STP Ltd (Shalifax PU) or (CICO OR) Cippy ply seal.
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M&L DTGM board black colour 4mm thick acrylic sheets 02 Nos each of size 1.50 x 1.20 m with 100 mm dia air pressure clearance circle 8 Nos on each board including acrylic polishing, fixing of retro reflective stickers (red colour) of length 1.00 m and width 0.15m on each board, fixing the boards to 3 nos of 63mm dia PVC pipe heavy duty (Class 5 -IS 4985) 10Kgf/Cm2 as vertical post of approx height 2.48 m each pipe covered at top with PVC caps on each pipes and inter connecting the vertical PVC pipes at top,middle, bottom portion with 25mm dia PVC pipes 15 Kgf/cm2 (IS 4985) fixed with PVC bushes and screws, erecting the frames in GI/MS pipes etc including taking down existing board and connected pipes and fittings complete and all as directed by Engineer in charge.
1
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S & F SS Sign board pattern (SS to SS-7), fully retro reflective sign board made of 3mm thick ACP (Aluminum composit panel) sheet framed with 40mm round SS pipe having front/back (both) side entire surface fully bonded with retro reflective sheeting of HIP (High Intensive Prismatic) grade having pressure sensitive adhisive. boarders and message as indicated cut out. Back ground in Blue and matter in white colour tape having two posts of 50mm round SS pipe 3.0mtr long including excavating post holes of 30 x 30 x 30 cm and embedded in PCC 1:3:6 and including taking down and removing rubbish material to outside MD land complete and as directed by Engineer-in-charge
5
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M&L taking down the cover slab/ welded wire mesh/ steel channels etc of existing covered Rain water pit of size 6 meter dia, cleaning up to depth 7 meter removing mud/silt, vegetation growth, plants/small trees etc to ouside MD land, and refix the cover slab after cleaning of pit including repairing of cracks in cement mortar (1:3) where noticed in surface and making good complete all as specified and as directed.
2
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Note for item no 66 above:- (a) The work to be executed in highly restricted area.
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(b) The unit rate is deemed to be included for removing of the mud/silt obtained from the rain water pit and accumulated earth of any width and depth upto 15 cm cleaning/cutting the grass with hand operated petrol/kerosene driven grass cutting machine and removing the grass waste around 1m from the outer wall of the rain water pit to outside MD land. The periodicity of cutting of grass shall be before commencement of work and after completion of repairs
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(c) The unit rate deemed to be considered for First Aid and necessary safety arrangements equipment’s to be provided by the tenderer for workman.
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(d) The tenderer shall adhere to time frame as per the user’s requirement and as per demand. The demand and the location of work will be intimated either by the rep of user/ MES rep well in advance. In case of failure to attend the demand in time penalty will be levied for each day @ Rs 500/ for non-completing the requirement till completion of work. The nature of the work related to Airfield maintenance, hence the delay is not acceptable.
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M&L Filling the cracks in flexible pavement surface of any size by applying bitumen emulsion @ 0.50 litre per running metre and filled with paste by mixing quartz sand, sand, cement and emulsion in the ratio of 1:10:0.50 and shall be applied in one or two coats to ensure complete filling of the cracks in line with existing pavement structures complete all as specified and as directed.
25
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M & L remove the existing damaged filled sealing compound including polyethylene rod by raking end using blow lamp and cleaning of expansion/construction/dummy joints of concrete pavement free from dust and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give a neat finish to the sealant,provision of polyethethylene backup, rod 30-45mm dia in expansion joint and sealed with 10-12 mm thick polyurethane based sealing compund confirming to BS 5212-1990 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete all as specified and as per manufacturers instructions. Note :- The size of the joint is 25 to 35 mm wide for expansion joint.
50
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Note for item no 72 above:-
(a) The existing sealant compound shall be taken out completely using blow lamp and joint shall be cleaned with wire brush and loose particles dust etc shall be removed by using hand pump before applying primer.
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(b) Any spillage of material during filling over the slab shall be removed and cleaned by contractor and any damage accrued to the concrete slab will be made good by the contractor without any extra cost to the department.
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M & L Preparing of old black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces using air blowers to remove all loose dirt etc complete and applying cold Polymer Modified bitumen Emulsion (PME) Rejuvenator by spraying with machine of total liquid PME 1.00 Ltr per sqm (undiluted) for two coats with mineral filler as recommended by manufacturer of PME (after diluting with water), each coat diluted in the ratio 1:1 (PME : Water) and ensure uniform finish of PME on Runway surface.PME shall be applied using mechanically operated pump with compressor and nozzle arrangement at uniform pressure and rate, all as per manufacturer instruction and all as specified and as directed by Engineer-in-charge.
4000
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Note for item no 75 above:-- The tenderer shall take into consideration for following points while quoting rate for above item:-
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(a) Due care shall be taken for friction parameters during application of PME as per ICAO standard and friction test shall be carried out on newly PME applied surface by using continous friction testing machine.
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(b) Friction parameters shall be between 0.3-0.6 after application of PME. It will be the responsibility of the tenderer to arrange portable skid resistance Tester (PSTR) and carry out necessary testing as directed without any extra cost to Govt
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(c) Material shall be procured from the authorised manufacturer only.
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(d) The work shall be carried out through authorized and qualified applicators of the manufacturer only in presence of departmental and user representative.
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(e) Two year warranty of material performance and application performance shall be obtained by the tenderer from the authorized manufacturer of PME and the same shall be submitted to GE on completion of work as specified . Warranty includes the fact that the structure will remain water tight and no further cracks will be formed, excluding damage caused by natural calamities. Permeability test (ASTM D 2434) to be conducted on the surface prior and after to application of treatment.
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(f) A sum of 2% of the quoted amount shall be retained out of the final bill amount as security deposit and the same shall be released to the contractor after satisfactory expiry of two years performance guarantee period. A performance guarantee certificate for two years also shall be submitted by the tenderer to GE on completion of work as specified.
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(g) care shall be taken to fill gaps/cracks up-to 3mm size with mineral filler as per manufacturer's instructions.
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(h) Mineral filler (fibrous cum quartz powder) shall be added as per manufacturers instruction.
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(i) Any number of trials patches of dimensions 15m x 15m at selected places for application of PME as directed by the GE will be undertaken before commencement of treatment. Qty will be measured and paid under the relevant items of first coat and second coat of PME showing the changes. Friction parameters permeability parameters to ensure Zero porosity penetration of PME after application of both coats and micro textures will be determined through relevant testing method as directed by GE.
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(j) Electric supply shall be arranged by the tenderer at its own arrangements and rate is deemed to be inclusive.
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(k) The tenderer shall adhere to time frame as per the user's requirement and as per demand. The demand and the location of work will be intimated to the tenderer either by rep of User/ MES rep well in advance. In case of failure to attend the demand in in time, penalty will be levied for each day @ Rs. 1000/-per day for non completing the requirement till completion of work. This penalty is exclusively other than condition 56 of IAFW-2249 and shall be treated as interim condition of the contract.
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M & L Preparing of old black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface using air blowers to remove all loose dirt etc complete and applying of slurry seal containing cold Polymer Modified Emulsion (PME), fine aggregate, mineral fillers, water and spraying the material (slurry seal) having average thickness of 6 mm as per site condition, should be designed such that the initial setting time should be of 2-3 hours but not more than 4 hours and ensure uniform finish of area complete all as per manufacturer’s instructions and all as specified and as directed by Engineer-in-Charge. The mixing of PME and specially designed filler should be mixed in the ratio 2.5 : 1 (filler : PME) to form slurry and should be done mechanically by high power agitator 90 RPM.
1400
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Note for item no 88 above:- The tenderer shall take into consideration for following points while quoting rate for above item:-
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(a) Due care shall be taken for friction parameters during application of PME as per ICAO standard and friction test shall be carried out on newly PME applied surface by using continous friction testing machine.
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(b) Friction parameters shall be between 0.3-0.6 after application of PME. It will be the responsibility of the contractor to arrange portable skid resistance Tester (PSTR) and carry out necessary testing as directed without any extra cost to Govt.
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(c) Material shall be procured from the authorised manufacturer only.
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(d) The work shall be carried out through authorized and qualified applicators of the manufactor only in presence of departmental and user representative.
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(e) Manufacturer should have sucessfully completed the similar work at defence airfield.
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(f) Two year warranty of material performance and application performance shall be obtained by the contractor from the authorized manufacturer of PME and the same shall be submitted to GE on completion of work as specified . Warranty includes the fact that the structure will remain water tight and no further cracks will be formed, excluding damage caused by natural calamities. Permeability test (ASTM D 2434) to be conducted on the surface prior and after to application of treatment.
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(g) A sum of 2% of the quoted amount shall be retained out of the final bill amount as security deposit and the same shall be released to the contractor after satisfactory expiry of two years performance guarantee period. A performance guarantee certificate for two years shall be submitted by the contractor to GE on completion of work as specified.
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(h) Electric supply shall be arranged by the contractor at its own arrangements and rate deemed to be inclusive.
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(j) Trial patch of 10 Sqm shall be carried out by the contractor on runway and approval of same to be taken from GE before execution of complete qty.
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(k) The decision of the Accepting Officer in this regard shall be final and binding.
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(l) The nature of work is related to Flight safety. Hence no delay is acceptable.
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M&L Applying two coats of water based road marking paint such as lines, dashes, arrows, letters, boxes etc on roads, pavements and the like including preparation of surfaces by brushes/ mechanical grinder/sand papers, making surface rough to hold paint exceeding 10 cm wide all as specified and as directed.
275
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M & L applying two coat of water based paint of black colour on runway/taxiway/apron or other airfield markings of any size and length on runway/taxiway/apron or other airfield markings of any size and length including letters and numeral markings with suitable mechanical pavement marking machine, including removal of existing complete painted area and cleaning of the area by means of wire brushes/ mechanically complete and removal and surfaces exceeding 10 cm wide where directed and all as specified and as directed.
230
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Note for item no 101 & 102 above:- (i) The cost for using spraying machine including necessary DG Set required to operate machines used for scraping / removal of existing paint deemed to be inclusive in the above quoted rate.
-
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(ii) During week days site will be available for approximate 4 to 5 hours only due to aircraft movements such as landing/takeoff .
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(iii) During weekend days site will be available for 5 to 6 hours. Tenderer shall consider the above points while quoting the rate and no extra payment shall be claimed by the tenderer on account of this.
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