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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.1 LAccepted-AOC 10 SHANTI VIHAR RUDRAPUR UDHAM SINGH NAGAR UTTARAKHAND 263153 | UDAM SINGH NAGAR | UTTARAKHAND | 263153 | L1 | Accepted-AOC Lowest Bid L1 rank is competitive and reasonable during Scrutiny amongst bidders | |
| 2 | L2₹75.9 L+₹16.8 L (28.5%)Rejected-Finance | L2 | Rejected-Finance Being Not Lowest | |
| 3 | L3₹93.5 L+₹34.4 L (58.3%)Rejected-Finance 1 1 AZAD SQUARE SOUTH MALAKA ALLAHABAD PRAYAGRAJ UP PIN 211 003 | PRAYAGRAJ | UTTAR PRADESH | 211003 | L3 | Rejected-Finance Being Not Lowest | |
| 4 | L4₹98.3 L+₹39.3 L (66.4%)Rejected-Finance 245A 7A 1 JAYANTIPUR GOKUL AWAS YOJNA SULEM SARAI PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211011 | L4 | Rejected-Finance Being Not Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
23 Aug 2023, 6:00 pmClosed
CWE ( AF) BAMRAULI
HQ CWE (AF) BAMRAULI PRAYGRAJ 211012
REPAIR/MAINT TO RUNWAYBY EPOXY JOINT FILLING, PAINTING TO TAXI TRACK, LINK ETC AND OTHER MISC WORKAT AF STN BAMRAULI
2023_MES_607027_1
87291/E8
Open Tender
Civil Works
Item Rate
182 days
Bamrauli
MES Enlisted Contractor of Class D category a i
8 documents required · 8 mandatory
₹1,000
GE (AF) BAMRAULI
₹1.5 L
Yes
30 Aug 2023
30 Jun 2023
28 Aug 2023
30 Jun 2023
23 Aug 2023
9 Aug 2023
30 Jun 2023 - 10 Jul 2023
Amount
M&L for preparing of exisiting construction or contraction or dummy joints including removing filled material in joints of runway by removing the cracking out joints 10 to 12 mm wide and 27 mm deep including removing all loose material and cleaning the joints with brush and removing all loose fine particles with compressed air , primed and providing a sutiable dia polyurethane back up rod or deboning strip and top 15 mm primed and sealed with using polyurethane based sealing compound with suitable primer as per manufactuers recommendation.Polyurethane sealant complying with BS-5212 & BS-4254 and EN 141875-2003 (for hydrolysis/water resistance test) priming the sides with minimum MAF + 30% with ten years performance guarantee and applying masking tape on edges of joint to prevent accidental spillage of sealant and removing the same after sealant is applied complete all as speciied and directed. Note:- Old unserviceable material so obtained from removing of existing filled up materials shall be disposed off out side MoD land.
M&L for preparing of existing expansion joints including removing filled material in joints of runway by removing the cracking out joints 20 to 25 mm wide and 38 mm deep including removing all loose material and cleaning the joints with brush and removing all loose fine particles with compressed air, primed and providing suitable dia polyurethane back up rod or deboing strip and top 13 mm primed and sealed with using polyurethane based sealing compound with suitable primer as per manufacturers recommendation.Polyurethane sealant complying wiht BS-5212 & BS-4254 and EN 141875-2003 (for hydrolysis/water resistance test), priming the sides with minimum MAF + 30% with ten years performance guarantee and applying masking tape on edges of joint to prevent accidental spillage of sealant and removing the same after sealant is applied complete all as specified and directed. Note:- Old unserviceable material so obtained from removing of existing filled up materials shall be disposed off out side MoD land.
M&L for cleaning of craks of depth up to 40mm and width up to 30mm in bitumenous surfaces with mechanical blower and applying bitumen based hardner primer and filling with bitumen crack filler of joint sealer bitumeneous grouting material complete all as specified and directed.
M&L for cleaning of craks of depth up to 50mm and width up to 30mm in bitumeneous surfaces with mechanical blower and applying bitumen based hardner primer and filling with bitumen crack filler of joint sealer bitumeneous grouting material complete all as specified and directed.
M&L for cleaning of craks of depth up to 20mm and width up to 15 mm in bitumeneous surfaces with mechanical blower and applying bitumen based hardner primer and filling with bitumen crack filler of joint sealer bitumeneous grouting material complete all as specified and directed.
M&L for cleaning of craks of depth up to 20mm and width up to 15 mm in concrete surfaces with mechanical blower and applying concrete based hardner primer and filling with PU Sealant crack filler of joint sealer polyurethane grouting material complete all as specified and directed. Notes for item No 3 to 6:- (i) Work shall be carried out by authorised applicator of firm. (ii) The warranty of material shall be three years from the date of completion of work.
M&L for preparing old black bituminous surface by fibre for removing all loose dusts, dirt, particle etc sweeping the surface with brooms and finally the cleaned surface with gunny bags to remove all loose particle or dust etc and applying evenly a coat of cold bituminous emulsion @ 5 Kg per 10 Sqm by brushing to an uniform and fully blinded surface complete all as specified and directed. Note:- (i) Cold bituminous emulsion shall be slow setting emulsion (SS-1) (IS:8887) and shall be procured directly from the manufacturer's only and brought at site sealed drum/container of 200 litres. (ii) Empty drum shall be property of the department/MES and the same shall be removed from site from time to time and deposited at MES store yard as directed.
M&L for repair to broken/damage portion of concrete slab or pavement by cutting damaged portion to slab /spoils edges to triangular or rectangular cross section with mechanical cutter and removing all loose and foreign materials and depositing the same to out side MOD land and cleaning the surface by compressed air to remove all dust dirt etc and washing with hydrochloric acid and filling with epoxy resin mortar after application of epoxy primer as per manufacture instructions- bull nosing the edges complete all as specified and directed. Note:- (i) Old unserviceable material so obtained from damaged portion of concrete slab shall be removed from out side MoD land. (ii) working hours may be restricted due to flying operations. (ii) Unit quoted rate shall be deemed to included the cost of power supply required for cutting of damaged portion of concrete slab of runway.
M&L required for finishing the surface of concrete in pavement/hard standing by belting and brooming complete all as specified and directed.
Demolition of cement concrete (unreinforced) as in floor and paving of any description and in any position not otherwise specifically provided and removing rubbish out site MOD land complete all as specified and directed.
M&L for design mix cerment concrete work in pavement/hard standing of flexural strength 40 Kg per square centimetre in field using minimum 400 Kg of cement per culbic meter and thickness of concrete 300 mm or less laid in bays including necessary use and waste of form work complete all as specified in SSR Part-I 2009 and directed.
M&L for applying one coat of runway road marking paint golden, yellow, black or white colour as approved aqua based to give uniform finish including preparation of old painted bituminous surfaces by washing down with soap water to runway, taxi track for painting as lines, dashes, arrows, letters and the like exceeding 10cm width or girth complete all as specified and directed.
M&L for applying one coat of runway road marking paint golden, yellow, black or white colour as approved aqua based to give uniform finish including preparation of old painted bituminous surfaces by washing down with soap water to runway, taxi track for painting as lines, dashes, arrows, letters and the like not exceeding 10cm width or girth complete all as specified and directed.
M&L for applying one coat of runway road marking paint golden, yellow, black or white colour as approved aqua based to give uniform finish including preparation of old painted concrete surface of runway slab or taxi track or dispersal by washing down with soap water for painting as lines, dashes, arrows, letters and the like exceeding 10cm width or girth complete all as specified and directed.
M&L for applying one coat of runway road marking paint orange colour as approved aqua based to give uniform finish including preparation of old painted concrete surfaces of runway slab or taxi track or dispersal by washing down with soap water for painting as lines, dashes, arrows, letters and the like not exceeding 10cm width or girth complete all as specified and directed. Note for Item No 12 to15 :- Masking tape shall be used on edges of paints before painting and removing the same after paint is applied where ever required and as directed.
M&L for applying two coats of white wash to runway or taxi track including preparation of old bituminous or concrete surfaces of runway or taxi track complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over one coat of priming paint of approved shade to runway including preparation of previously untreated bituminous surfaces of runway as lines, dashes, arrows, letters and the like exceeding 10cm width or girthcomplete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over one coat of priming paint of approved shade to runway including preparation of previously untreated bituminous surfaces of runway as lines, dashes, arrows, letters and the like not exceeding 10cm width or girth complete all as specified and directed.
DKS ENGINEERING WORKS
Agrawal Enterprises
R.K.ASSOCIATES
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