Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date9 Jan 2025
Closing Date28 Jan 2025
Tender Amount₹ 86,80,000
Costs
EMD
₹ 1,56,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692399_1Tender No
82563/E8 Repair/Replacement of PTT Drain cover slab, Cracks Filling Bituminous, Runway at AFS SulurTender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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M&L '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
732
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Demolition of reinforced cement concrete in ground floors and pavings not exceeding 15cm thick below or above ground level complete all as specified and as directed.
30
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M&L for Precast Reinforced cement concrete 1:2:4 type B1, using 20 mm graded stone aggregate in landings, cover slabs (for manhole etc) and similar articles with plain faces and set in cement mortar 1:4 incl necessary formwork complete all as specified and as directed.
Note:-The steel reinforcement shall be measured and paid separately.
30
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S&F High strength corrosion resistant TMT bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
3600
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M&L Moorum/red bajri filling including spreading and levelling in layers not exceeding 15 cm thick and well 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.
Note:-
(i) Moorum/red bajri required shall be brought from outside MD land.
(ii) Compaction of moorum filling shall be carried out under optimum moisture conditions up to the standard proctor density not less than 98 percent.
(iii) Measurements shall be taken after consolidation earth and 5% deduction shall be considered for payments.
760
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M&L for repairs to cracks of any description, less than 5mm size by opening up cracks in V-groove manner approximately 6mm x 6mm size using mechanical cutter, cleaning the groove properly to remove loose particles, dust etc, sprinkling with clean water and filling with single component cementitious crack filler using ready-mix powder of cementitious ingredients having compressive strength of 14 N/mm² after 7 days complete all as specified and as directed. Make :- M/s STP Limited / M/s Sika India Pvt Ltd / M/s Fosroc Chemicals / M/s Thermex
45
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M&L for preparing old wall surfaces with Mechanical wall sander and applying One coat of water based premium acrylic smooth exterior quality emulsion paint of approved colour in one coat @ 0.75 ltr (undiluted)/ 10 sqm diluted with water as per manufacturer instructions applied with fully automatic airless spray machine of paint application with a flow speed of min 1 ltr per minute having a pressure of 3300 PSI. etc complete all as specified and directed.
1250
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Note for item No. 10:-
(i) Any two approved colour in chequered pattern shall be painted on wall surface. The quoted rate shall include for the same.
(ii) The Exterior emulsion paint shall be from any one of the manufacturer listed in list of manufacturer.
(iii) The surface shall be thoroughly cleaned and dusted. All dirt scales, oil and grease shall be thoroughly removed before commencement of painting.
(iv) No hair marks from the brush or clogging of paint buddle's shall be left on the wall. Surface shall ordinarily not be painted until it has dried up completely. Trial patches of paint shall be laid at intervals to check if drying is satisfactory.
-
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M&L for preparing old wall surfaces with Mechanical wall sander and applying two coats of water based premium acrylic smooth exterior quality emulsion paint of approved colour @ 0.75 ltr (undiluted)/ 10 sqm (for each coat) diluted with water as per manufacturer instructions with fully automatic airless spray machine of paint application with a flow speed of min 1 ltr per minute having a pressure of 3300 PSI. etc complete all as specified and directed.
Note:-
(i) Any two approved colour in chequered pattern shall be painted on wall surface. The quoted rate shall include for the same.
(ii) The Exterior emulsion paint shall be from any one of the manufacturer listed in list of manufacturer.
(iii) The surface shall be thoroughly cleaned and dusted. All dirt scales, oil and grease shall be thoroughly removed before commencement of painting.
(iv) No hair marks from the brush or clogging of paint buddle's shall be left on the wall. Surface shall ordinarily not be painted until it has dried up completely. Trial patches of paint shall be laid at intervals to check if drying is satisfactory.
75
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Demolition of existing un-reinforced Cement Concrete in ground floors and pavings not exceeding 15 cm thickness complete all as specified and directed.
42.5
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M&L Hardcore of gauge not exceeding 63 mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface including demolition of existing undulated hard-core surface and removing the debris to outside MD land complete all as specified and as directed.
32.5
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M&L Providing 75mm thick plain cement concrete 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in sub base complete all as specified and as directed .
100
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M&L 100mm thick, plain cement concrete (1:2:4), type B-1 (using 20 mm graded mechanically crushed stone aggregates), as in hardstanding, surface finished even and fair without using extra cement, complete all as specified and as directed.
350
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Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., including removing debris material to out side MD land complete all as specified and directed.
12.5
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M&L Brickwork with fly ash bricks using sub class 'B' old size bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and as directed
10.5
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M&L Pre-cast cement concrete block masonry with solid blocks 1:3:6 type C1, using 20mm graded stone aggregate exc. 10 cm in width and setting in mortar 1:6 straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and as directed
2
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M&L Rendering 15 mm thick on brick or concrete surfaces, built in cement mortar 1:4 mixed with water proofing compound as per manufacturer instructions finished even and smooth without using extra cement complete all as specified and directed.
Note:- WPC shall be measured and paid separately under relevant item here-in after.
48.72
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Supply only integral water proofing compound
30.5
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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, Hardener Hy 140-50 parts by weight and araldite GY 257-100 parts by weight to form a hard paste and filling the pot 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 hardener 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.
Note:-
Contractor shall provide 02 Nos of skilled manpower to execute the job on a required basis as directed by Engineer in charge.
104.67
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M&L for removing 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 joints to prevent accidental spillage of sealant on top slab surfaces to give a neat finish, provision of polyethylene backup rod 10-15mm dia in any type of joint and sealed with 10-12 mm thick polyurethane based sealing compound conforming 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 shall be 8 to 12 mm wide for any type of joint).
315
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M&L for removing 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 joints to prevent accidental spillage of sealant on top slab surfaces to give a neat finish, provision of polyethylene backup rod of dia more than 15mm in any type of joint and sealed with 10-12 mm thick polyurethane based sealing compound 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 more than 12 mm wide for any type of joint. Note for item no 22 & 23 :-
(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.
(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.
Make :- M/s STP Ltd / M/s Pidilite Industries Ltd / M/s Sika India Pvt Ltd / M/s Fosroc chemicals India Pvt Ltd / M/s Choksey chemicals Pvt Ltd
175
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M&L for 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.
6
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Maintenance of runway shoulders and surrounding area by cutting of grass, plants, shrubs, vegetation and bushes from runway shoulders , taxi tracks, dispersal area and entire air field area including removal of all 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.1 :-
(a) The tenderers are advised to visit the site and make themselves fully aware of the area to be maintained as specified in the Schedule 'A' (BOQ) and particular specifications. (b) The grass ,plants ,shrubs , vegetation and bushes shall not be allowed to grow more than 15 cm from the ground level at any time. (c) Grass cutting shall be done by mechanical earth moving machineries with jungle jim attachment as and when required and as directed (b) One Skilled jungle jim tractor operator & 01 Tractor with Jungle Jim attachment to be provided by the contractor as and when required. (c) POL (fuel) for jungle jim tractor to be borne by the contractor (d) On a working day, the machine shall be operated for Minimum 8 hrs. Proper record / log book shall be maintained for the same.
(f) Grass, plants , vegetation and bushes obtained after cutting and maintenance work shall be removed from the site as directed by the Engineer -in- charge . (g) Unit rates quoted by the tenderer shall be deemed to include for the provision of making good the shallow pits, if any, in the specified area mentioned above and cleaning the site of runway air field area and taxi track as specified in the Schedule 'A' (BOQ) and nothing extra shall be paid to the contractor on this account.
-
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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 7.0 meter removing mud/silt, vegetation growth, plants / small trees etc to outside 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.
Note:- The unit rate is deemed to be included for removing of the mud/silt obtained from the rain water pit and accumulated earth from pit of any width and depth and 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 cutting of grass shall be done before commencement of cleaning work and also after completion of repairs
6
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Taking down cement plaster on brick or stone walls or concrete surfaces etc., including raking out joints, hacking for key, scrubbing down with water, etc., including removal of rubbish off the premises and leaving the work clear of any plastering and M&L rendering 15 mm thick on brick or concrete surfaces, in cement mortar 1:4 mixed with water proofing compound as per manufacturer instructions finished even and smooth without using extra cement complete all as specified and as directed.
Note:- WPC shall be measured and paid separately under relevant item here-in after.
375
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M&L for Carefully lifting/taking out the suspended RCC drain cover slab laid over drain near Air Field of any size upto 1.5 Sqm in plan area without damaging and placing back in the original position after completion of repair / de-silting work complete all as specified and as directed at site.
Note:- The work shall be executed inside Airfield where the flying operations frequently held. Hence, repair works is to be done as and when site is available with prior permission from air force authority. Proper placing of the RCC cover slabs shall be done at end of the working day. RCC cover slabs must not left and uncovered near the drainage and shall be removed under the supervision/ instructions of site executives only. Relaying cover slabs can be done as per the demand/need of the user unit depending upon the flying operations.
3850
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M&L for applying one coat of water based road marking paint as in lines, dashes, arrows, letters, boxes etc on flexible/rigid pavements and the like including complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint exceeding 10 cm wide all as specified and as directed using mechanical pavement marking machine including necessary DG Set required to operate the machine. Note:- Cost for complete scraping / removal of existing paint shall deemed to be included in the quoted rate.
15000
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M&L for Cleaning of existing culvert drain of any width and depth by using jet water pressure mechanical pump, suction pump and removing mud/ silt, vegetation growth, plants/small trees etc to a distance outside MD land, including repairing cracks in cement mortar (1:3) where noticed in surface of drain complete all as specified and as directed.
450
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M&L for applying one coat of water based paint of yellow/orange/red/grey colour on runway/taxiway/apron or other airfield markings of any size and length including letters and numeral markings with suitable spray machine, including complete removal of existing painting from the surfaces using brushes/ mechanical grinder/ sand papers, making surface rough to hold paint exceeding 10 cm wide all as specified and as directed. Note:- Cost for complete scraping / removal of existing paint shall deemed to be included in the quoted rate.
2250
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M&L for applying one 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 spray machine, including complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint exceeding 10 cm wide all as specified and as directed.
Note:- Cost for complete scraping / removal of existing paint shall deemed to be included in the quoted rate.
450
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M&L for Chipping out neatly and cutting of existing loose concrete of cracks at rigid pavement in Air Field area by using saw cutter, Cutting of crack portion shall not be less than 100 mm wide and 25 mm deep (minimum) and clearing of all loose material with air blower/ sand blaster and the portion applying proprietary primer on surface to obtain tack and finally filled by Elastomeric concrete mix as per manufacturer's instructions to obtain true surface and finally set the surface with hand tools complete all as specified and directed. Make:- M /s Fosroc Chemicals - Patchroc Chemicals / M/s STP Limited- Shali Patch / M/s Choksey Chemicals Pvt Ltd. -Flex 0 patch.
Note:- The quoted rate shall be deemed to include for 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 and any spillage on concrete slab to be cleared.
11
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M&L for applying one coat of water based paint of blue or any approved colour on dispersal or other airfield markings of any size and length including letters and numeral markings with suitable spray machine, including complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint exceeding 10 cm wide all as specified and as directed. Note:- Cost for complete scraping / removal of existing paint shall deemed to be included in the quoted rate.
1925
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M&L for 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 the airfield area and all as specified and directed.
45000
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M&L for applying one 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 spray machine, including complete removal of existing painting surfaces by brushes/ mechanical grinder/ sand papers, making surface rough to hold paint not exceeding 10 cm wide all as specified and as directed. Note:- Cost for complete scraping / removal of existing paint shall deemed to be included in the quoted rate.
850
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M&L for Removing 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 20-40mm dia in any type of joint and sealed with 10-12 mm thick polyurethane based sealing compound conforming 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 20 to 35 mm wide for any type of joint. 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.
45
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M&L to 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 10-15mm dia in any type of joint and sealed with 10-12 mm thick polyurethane based sealing compound 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 8 to 12 mm wide for any type of joint. 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.
125
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Note for item no. 37 & 38 :-
(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.
(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.
(c) Make shall be M/s STP Ltd / M/s Pidilite Industries Ltd / M/s Sika India Pvt Ltd /, M/s Fosroc chemicals India Pvt Ltd / M/s Choksey chemicals Pvt Ltd
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M&L for applying one coat of white wash on walls /concrete pavement surface including preparation of old surfaces complete all as specified and as directed.
6900
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