Military Engineer Services Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MES_708794_1Tender No
GE AF/AMB-T-07/2025-26Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Joints exceeding 25 mm but not exceeding 35 mm in width
2000
1
2000
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Demolition of cement concrete in ground floor and paving not exceeding 15 cm thick below or above ground level for taxi light etc including removal of demolished material (cement concrete) from site to a distance exceeding 1.5 km and not exceeding 5.0 km & deposited where directed complete all as specified and directed by Engineer-in-charge.
132.5
1
132.5
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M&L for PCC 1:2:4, type B 1, (using 20 mm graded mechanically crushed stone aggregates) as in plinth of taxi light including finishing the concrete surface even and smooth without using extra cement complete all as specified and directed.
10
1
10
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M&L for demolition of cement concrete (PQC) of existing unreinforced slabs or rigid pavements / portions of any description and in any position of runways, etc. removing rubbish / refuse to a distance exceeding 1.5km and not exceeding 5km and depositing where directed complete all as specified and as directed
Notes: (i) Work shall be executed very carefully to check any damage to adjoining existing surfaces. Any such damages caused shall be made good without any extra cost to Govt (ii) The cost of repair of any surfacing cracks in existing adjoining surfaces / locations during demolition shall be filled in as per relevant specifics and IS.
265
10
2650
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M&L for pavement quality concrete (PQC) of flexural stength 45kg/sqcm in field using 410kg/cum of concrete (with maximum size of coarse aggregate upto 40mm) as per mix design, with incorporation of non-circular polyestor fibre @ 1.0kg/cum of PQC, including all necessary formwork for laying in bays as shown on drawings complete all as specified and as directed
Notes:
(i) Airfield drawing shall be referred at office of the GE (AF) Ambala at working hours
(ii) Construction / contraction / expansion joints shall be measured and paid separately under respective items herein after
(iii) Volume of concrete shall be deduced excluding joints
(iv) The quantity of cement and synthetic fibre to be used in concrete specified hereinabove is minimum. Any deviation on the plus side as per design mix and site conditions shall be catered without any extra cost to the Govt. (v) Polyster non-circular fibre shall be measured and paid separately as 'supply only' under relevant item here-in-after
265
22
5830
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M&L for providing lean cement concrete of grade M-15 Design Mix (using 20mm graded crushed stone aggregates) with minimum cement content 250 Kgs/Cubic metre including spreading and consolidating complete al as specified and directetd by Engineer-in-Charge.
132.5
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-
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M&L for providing clean dry coarse sand uniformly graded, spread, levelled in layers 20 mm thick over existing pavement etc complete all as specified and directed by Engineer-in-Charge.
17.3
1
17.3
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M&L for providing polythene film 400 micron, thick, white colour, laid over sand layer including all necessary cutting overlaps not less than 300mm and waste etc complete all as specified and directed by Engineer-in-Charge.
860
10
8600
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M&L for finishing of concrete roads/paving by brooming complete etc complete all as specified and directed by Engineer-in-Charge.
90
1
90
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Supply only polyester traingular fibre 6/12mm long with circum-circle diameter 30-35 micron, designed, for melting point of 240-260 degree celsius and having specific gravity 1-34 to 1-40, Recron 3-S, manufactured by M/S Reliance Industries Ltd, Mumbai etc complete all as specified and directed by Engineer-in-Charge.
260
1
260
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M&L for forming contraction joints (Dummy joint) upto 100mm depth of concrete slab (PQC) x 8mm wide (Using diamond cutter) and cleaning and removing material, dirt,and all loose material etc. completely with compressor air blower from joints and filling with polyurethane joint sealant compound using mechanical means to a depth of 10mm (depth minimun above back up rod) with minimum performance guarantee of 10 years and minimum Movement Accommodation Factor (MAF) + 30 % confirming to the requirment of BS:5212, BS-4254 and EN-141875-2003 for Hydrolysis/water resistence test including two coats of primer and providing approved quality closed cell polythene back up rod of dia 25% more than the width of joint over joint filler board in position, applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant on is applied as required etc complete all as specified and directed by Engineer-in-Charge.
245
10
2450
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M&L for forming construction joint full depth of concrete and and 10mm wide (Using diamond cutter) including upto 1/3rd depth (minimum 100 mm) of concrete to form joint and cleaning and removing material, dirt,and all loose material etc. completely with compressor air blower from joints and filling with polyurethane joint sealant compound using mechinical means to a depth of 10mm (depth minimun above back up rod) with minimum performance guarantee of 10 years and minimum Movement Accommodation Factor (MAF) + 30 % confirming to the requirment of BS:5212, BS-4254 and EN-141875-2003 for Hydrolysis/water resistence test including two coats of primer and providing approved quality closed cell polythene back up rod of dia 25% more than the width of joint over joint filler board in position, applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant on is applied as required etc complete all as specified and directed by Engineer-in-Charge.
490
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-
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M&L for forming 20mm thick expansion joint in concrete slab of thickness, filled with preformed bituminous filler, applying bond breaker tape on top of filler board for complete width of joint and cleaning and removing material, dirt,and all loose material etc. completely with compressor air blower from joints and filling with polyurethane joint sealant compound using mechinical means to a depth of 10mm (depth minimun above back up rod) with minimum performance guarantee of 10 years and minimum Movement Accommodation Factor (MAF) + 30 % confirming to the requirment of BS:5212, BS-4254 and EN-141875-2003 for Hydrolysis/water resistence test including two coats of primer and providing approved quality closed cell polythene back up rod of dia 25% more than the width of joint over joint filler board in position, applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant on is applied as requiredetc complete all as specified and directed by Engineer-in-Charge.
23
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-
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M&L for preparation of newly untreated or old treated horizontal concrete or butiminous surfaces exceeding 10 cm width or girth with wire brushes etc and painting lines dashes strips circles and other markings with one coat of water thinnable/matt finished road marking paint white/orange/yellow/black or any other colour as approved by GE complete all as specified and as directed by the Engineer-in-Charge
5000
10
50000
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M&L for repair to damaged broken edged of existing cement concrete slabs of taxi track by cutting to a depth 10 to 50 mm, cleaning the surface and remove loose material, dust by blowers of rubish to a distance exceeding 50 m but not exceeding 100m and applying evenly a coat of dencote 601 epoxy rich primer with sealer and filling in with Epoxy Re-sign denpatch compond complete all as specified and as directed
150000
10
1500000
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M&L for 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 with using air blowers to remove all loose dirt etc complete and M&L for applying cold Polymer Modified Emulsion (PME) by spraying with machine of total cold liquid PME 1.00 lit per Sqm (undiluted) for one 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 complete all as per manufacturer’s instructions and all as specified and as directed by Engineer-in-Charge. Notes : The tenderer shall take into consideration for the following points while quoting his rate for this item :-
(a) Due care shall be taken for friction parameters during application of PME as per ICAO standard.
(b) The work shall be carried out through authorized and qualified applicators of the manufacturer only.
(c) Care shall be taken to fill gaps/cracks up to 3mm size with mineral filler as per manufacturer’s instructions. (d) A performance guarantee certificate for two years shall be submitted by the contractor to the GE on completion of work as specified.
6000
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-
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M&L for cutting damaged / broken edges along dummy / construction / expansion joints using saw/suitable cutter, removing rubbish / refuse outside MD land and depositing where directed, cleaning the surfaces with air blowers and applying self levelling elastomeric concrete duly finished by means of trowel, mats, etc. over a coat of elastomeric primer complete all as specified and as directed Notes: (i) Work shall be got executed through autorised applicator of the manufacturer of elstomeric concrete as approved (ii) Due care shall be taken in not damaging existing surfaces in the process. Any such damages caused shall be made good without any extra cost to Govt
190000
1
190000
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