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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.8 LAccepted-AOC D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L1 | Accepted-AOC Being Lowest Bidder | |
| 2 | L2₹62.3 L+₹44,845 (0.73%)Rejected-Finance | L2 | Rejected-Finance Not Being Lowest Tender | |
| 3 | L3₹93.4 L+₹31.6 L (51.0%)Rejected-Finance DOOR NO 2 561 BEHIND HOINA HOSTEL MOOGAMBIKA NAGAR PERIYAPALAYAM ROAD THIRUNINRAVUR CHENNAI 602 024 | CHENNAI | THIRUVALLUR | TAMIL NADU | 602024 | L3 | Rejected-Finance Not Being Lowest Tender | |
| 4 | L4₹94.3 L+₹32.4 L (52.4%)Rejected-Finance | L4 | Rejected-Finance Not Being Lowest Tender | |
| 5 | L5₹96.6 L+₹34.8 L (56.3%)Rejected-Finance DOOR NO 2 31 23 SECTOR 7 SBI COLONY MVP VISAKHAPATNAM 530 017 | VISAKHAPATANAM | ANDHRA PRADESH | 530017 | L5 | Rejected-Finance Not Being Lowest Tender |
| Sl No | Description | Qty | Unit | tulsani associates L4 | srisampathassociates L2 | G Srinivas Rao L1 | M/s SS Engineering Enterprises L5 | eldi techs L6 | M RAMANAIAH L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for removal of Rubber Deposits on Runway surfaces using Water Blasting-cum-Vacuume system with suitable operating pressure to remove total rubber deposits from the pavement surface without damaging the existing runway surface and maintaining the texture and surface condition of the pavement intact complete all as specified and directed. | 10,000 | Sqm | 378 ₹37,80,000 | 182 ₹18,20,000 | 160 ₹16,00,000 Lowest | 240 ₹24,00,000 | 245 ₹24,50,000 | 380 ₹38,00,000 |
| 2.00 | M & L for two coats of Polymer Modified Emulsion [PME], cold applied by using mechanical sprayer duly diluted with water in the ratio 1:1 [PME : Water], applied at the rate of 1 litre of diluted mix per square metre per coat and ensuring uniform coverage and finish on applied area including necessary preparation of runway pavement surfaces by sweeping clean with brooms and finally fanning the surfaces with Air blower to remove all loose particles, dirt, dust, etc., complete all as per manufacturer instructions, all as specified and as directed.
Notes:
[a] The work shall be got carried out by the manufacturer or his authorised applicator only.
[b] Friction Test shall be measured and paid separately. | 10,000 | Sqm | 117 ₹11,70,000 | 98 ₹9,80,000 | 70 ₹7,00,000 Lowest | 90 ₹9,00,000 | 85 ₹8,50,000 | 103 ₹10,30,000 |
| 3.00 | M & L for Preparing the existing black top surfaces by brushing with wire brushes for removing caked mud, etc., sweeping with brooms and finally fanning the surfaces with Air blower to remove all loose particles, dirt, dust, etc. and providing two coats of Polymer Modified Emulsion [PME], cold applied by using mechanical sprayer duly diluted with water in the ratio 1:1 [PME : Water], applied at the rate of 1 litre of diluted mix per square metre per coat and ensuring uniform coverage and finish on applied area complete all as per manufacturer instructions, all as specified and as directed.
Note: The work shall be got carried out by the manufacturer or his authorised applicator only. | 3,000 | Sqm | 99 ₹2,97,000 | 98 ₹2,94,000 | 70 ₹2,10,000 Lowest | 100 ₹3,00,000 | 100 ₹3,00,000 | 90 ₹2,70,000 |
| 4.00 | M & L for Painting Lines, Dashes, Arrows, Letters, etc. by mechanical Airless sprayer unit to achieve requisite finish with Water based Acrylic Runway marking paint of White or Golden Yellow colour [as per existing colour] on old painted bituminous / concrete Roads, Pavements and the like exceeding 10cm width or girth including necessary preparation of surfaces by using Air blower to remove all dirt, scales, oil grease and foreign materials, etc. complete all as specified and as directed. | 15,000 | Sqm | 90 ₹13,50,000 | 50 ₹7,50,000 Lowest | 65 ₹9,75,000 | 180 ₹27,00,000 | 185 ₹27,75,000 | 60 ₹9,00,000 |
| 5.00 | M&L for scrapping of existing water based paint/ reflective paint on rigid/ flexible pavement of runway by manually with wire brush, steel scrapper or by water Jet washer and brooming down the surface including removal of debris outside the runway, applying one coat of retro reflective yellow collour paint with black/white border cold applied type exceeding 10 cm width or girth and, applied by skilled painter/ applicator with machine (Air/ Airless spray application) to obtain wet film thickness of 400 microns in single coat and dry film thickness of 200 micron and coverage @ the rate of 0.4 to 0.5 litres per sqm and application of drop of glass beads Type IV (Reflective Index 1.5) @ 350 Grams per Sqm, complete all as specified and directed . | 3,000 | Sqm | 144 ₹4,32,000 Lowest | 310 ₹9,30,000 | 450 ₹13,50,000 | 360 ₹10,80,000 | 350 ₹10,50,000 | 275 ₹8,25,000 |
| 6.00 | M&L for racking out old existing sealant compound and back up rod of the existing joints 10mm wide by special tools like cutting blades / machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air,Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant. Thereafter filled closed cell, medium density, cross linked polyethylene foam backup rod of 12mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirement mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% complete all as specified and directed. | 30 | 10 Rm | 2,250 ₹67,500 | 1,500 ₹45,000 | 1,200 ₹36,000 | 1,140 ₹34,200 Lowest | 1,150 ₹34,500 | 2,500 ₹75,000 |
| 7.00 | M&L for racking out old existing sealant compound and back up rod of the existing joints 25 mm wide by special tools like cutting blades / machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant. Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell, medium density, cross linked polyethylene foam backup rod of 30mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirement mentioned in BS 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% complete all as specified and directed. | 20 | 10 Rm | 4,500 ₹90,000 | 2,000 ₹40,000 | 1,700 ₹34,000 Lowest | 2,000 ₹40,000 | 2,150 ₹43,000 | 2,700 ₹54,000 |
| 8.00 | M & L for cleaning with compressed air, removal of all loose particle of concrete and filling with filling with a Mix of Epoxy Resin and Epoxy Hardener Compound in 2:1 ratio mixed thoroughly with Quartz Sand [3Kg/Mix] [Total mix will be 2:1:3] including applying a coat of Epoxy Resin on the finished top surface complete all as per manufacturer’s instructions and as directed.
Make: M/s. Fosroc Chemicals / M/s. Sika India Pvt. Ltd. / M/s. STP Ltd. / M/s. Choksey Chemicals Pvt. Ltd. / M/s Bostik India Pvt. Ltd. | 1 | Cum | 10,89,000 ₹10,89,000 | 1,00,021 ₹1,00,021 | 1,20,000 ₹1,20,000 | 2,30,000 ₹2,30,000 | 2,13,500 ₹2,13,500 | 8,500 ₹8,500 Lowest |
| 9.00 | M & L for conducting of Friction Tests for Flexible & Rigid Pavement with Portable Skid Resistant Tester [PSRT] Machine and shall be carried out by qualified and experienced Engineer at the locations as shown by the user representative and as directed by Engineer-in-Charge.
Note:
[a] The test shall be conducted before and after the rubber removal to ascertain friction developed.
[b] The tests shall be conducted five times at one location and average reading shall be considered.
[c] The test shall be conducted in non-flying time as per guidelines of the ATC.
[d] The test results shall be submitted in triplicate.
[e] The rate quoted shall be deemed to be included for conducting five tests at Each location and nothing extra shall be paid on this account. | 120 | Each | 450 ₹54,000 Lowest | 950 ₹1,14,000 | 500 ₹60,000 | 740 ₹88,800 | 760 ₹91,200 | 2,000 ₹2,40,000 |
| 10.00 | M&L for cleaning of concertina coil over boundary wall and fencing by removing all the bushes and small tress and making the concertina coil again good in shape complete all as specified and as directed. | 2,000 | Rm | 72 ₹1,44,000 | 15 ₹30,000 | 10 ₹20,000 Lowest | 15 ₹30,000 | 18 ₹36,000 | 300 ₹6,00,000 |
Tender Value
₹1 Cr
EMD Value
₹1.8 L
Closing Date
29 Aug 2025, 6:00 pmClosed
Col Shinde SS, Commander Works Engineer
Commander Works Engineers, Station Road, Visakhapatnam - 530 004
RUBBER REMOVAL, PME, JOINT FILLING, PAINTING ON RUNWAY AND DISPERSAL AT INS DEGA UNDER AGE B/R-II OF GE (ND), VISAKHAPATNAM
2025_MES_716883_1
82569/E8
Open Tender
Civil Works
Item Rate
270 days
Visakhapatnam
As per NIT
9 documents required · 9 mandatory
₹1,000
Garrison Engineer Naval Depot
₹1.8 L
Yes
13 Dec 2025
17 Jul 2025
2 Sept 2025
17 Jul 2025
29 Aug 2025
7 Aug 2025
17 Jul 2025 - 24 Jul 2025
Amount
M & L for removal of Rubber Deposits on Runway surfaces using Water Blasting-cum-Vacuume system with suitable operating pressure to remove total rubber deposits from the pavement surface without damaging the existing runway surface and maintaining the texture and surface condition of the pavement intact complete all as specified and directed.
M & L for two coats of Polymer Modified Emulsion [PME], cold applied by using mechanical sprayer duly diluted with water in the ratio 1:1 [PME : Water], applied at the rate of 1 litre of diluted mix per square metre per coat and ensuring uniform coverage and finish on applied area including necessary preparation of runway pavement surfaces by sweeping clean with brooms and finally fanning the surfaces with Air blower to remove all loose particles, dirt, dust, etc., complete all as per manufacturer instructions, all as specified and as directed. Notes: [a] The work shall be got carried out by the manufacturer or his authorised applicator only. [b] Friction Test shall be measured and paid separately.
M & L for Preparing the existing black top surfaces by brushing with wire brushes for removing caked mud, etc., sweeping with brooms and finally fanning the surfaces with Air blower to remove all loose particles, dirt, dust, etc. and providing two coats of Polymer Modified Emulsion [PME], cold applied by using mechanical sprayer duly diluted with water in the ratio 1:1 [PME : Water], applied at the rate of 1 litre of diluted mix per square metre per coat and ensuring uniform coverage and finish on applied area complete all as per manufacturer instructions, all as specified and as directed. Note: The work shall be got carried out by the manufacturer or his authorised applicator only.
M & L for Painting Lines, Dashes, Arrows, Letters, etc. by mechanical Airless sprayer unit to achieve requisite finish with Water based Acrylic Runway marking paint of White or Golden Yellow colour [as per existing colour] on old painted bituminous / concrete Roads, Pavements and the like exceeding 10cm width or girth including necessary preparation of surfaces by using Air blower to remove all dirt, scales, oil grease and foreign materials, etc. complete all as specified and as directed.
M&L for scrapping of existing water based paint/ reflective paint on rigid/ flexible pavement of runway by manually with wire brush, steel scrapper or by water Jet washer and brooming down the surface including removal of debris outside the runway, applying one coat of retro reflective yellow collour paint with black/white border cold applied type exceeding 10 cm width or girth and, applied by skilled painter/ applicator with machine (Air/ Airless spray application) to obtain wet film thickness of 400 microns in single coat and dry film thickness of 200 micron and coverage @ the rate of 0.4 to 0.5 litres per sqm and application of drop of glass beads Type IV (Reflective Index 1.5) @ 350 Grams per Sqm, complete all as specified and directed .
M&L for racking out old existing sealant compound and back up rod of the existing joints 10mm wide by special tools like cutting blades / machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air,Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant. Thereafter filled closed cell, medium density, cross linked polyethylene foam backup rod of 12mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirement mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% complete all as specified and directed.
M&L for racking out old existing sealant compound and back up rod of the existing joints 25 mm wide by special tools like cutting blades / machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant. Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell, medium density, cross linked polyethylene foam backup rod of 30mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirement mentioned in BS 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of +/- 30% complete all as specified and directed.
M & L for cleaning with compressed air, removal of all loose particle of concrete and filling with filling with a Mix of Epoxy Resin and Epoxy Hardener Compound in 2:1 ratio mixed thoroughly with Quartz Sand [3Kg/Mix] [Total mix will be 2:1:3] including applying a coat of Epoxy Resin on the finished top surface complete all as per manufacturer’s instructions and as directed. Make: M/s. Fosroc Chemicals / M/s. Sika India Pvt. Ltd. / M/s. STP Ltd. / M/s. Choksey Chemicals Pvt. Ltd. / M/s Bostik India Pvt. Ltd.
M & L for conducting of Friction Tests for Flexible & Rigid Pavement with Portable Skid Resistant Tester [PSRT] Machine and shall be carried out by qualified and experienced Engineer at the locations as shown by the user representative and as directed by Engineer-in-Charge. Note: [a] The test shall be conducted before and after the rubber removal to ascertain friction developed. [b] The tests shall be conducted five times at one location and average reading shall be considered. [c] The test shall be conducted in non-flying time as per guidelines of the ATC. [d] The test results shall be submitted in triplicate. [e] The rate quoted shall be deemed to be included for conducting five tests at Each location and nothing extra shall be paid on this account.
M&L for cleaning of concertina coil over boundary wall and fencing by removing all the bushes and small tress and making the concertina coil again good in shape complete all as specified and as directed.
De-silting of existing Covered Drains/Open Drains of any cross section in any condition( including foul condition) by removing silt, grit,mud,debris, sludge deposits, pebbles, large stones of any shape including bailing out of water by mechanical pump if required and deposited to a distance not exc 1.5 km for smooth flow of water complete all asspecified and directed.
S&F in repairs of DTGM (Display Board) made up of FGRP (Fibre-glass Reinforced Polymer) of thickness 4mm of size 1.20 x 1.5 m three sided rectangular in shape fixed monolithic together and with flexible/fragile material to three legged base including all the three faces fixed with fragile material and printed with reflective letters and numbers (2.0 m above GL) including earthwork, excavation, PCC 1:3:6 Type C2 in foundation, returning filling including taking down existing sign board of any description complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Soft / Loose soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed.
Removal of excavated material [Soil] to a distance not exceeding 50M and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
Demolition of Unreinforced Cement Concrete in ground floors and Pavings not exceeding 15cm thick [below or above ground level] and removing rubbish to a distance exceeding 1.50 KM but not exceeding 5.00 KM complete all as specified and as directed.
M & L for providing plain cement concrete, type B-2, 1:2:4 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M & L for 100 mm thick, PCC 1:2:4, Type B-2, using 40mm graded stone aggregate as in Floors / Hard standing etc, surface finished even and smooth with out using extra cement and spike rolling to surfaces or making impressions of expanded metal, while the concrete is green complete all as specified and as directed.
srisampathassociates (BID ID -3393517)
M RAMANAIAH (BID ID -3389696)
tulsani associates (BID ID -3392451)
M/s SS Engineering Enterprises (BID ID -3402561)
eldi techs (BID ID -3402786)
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