Loading
Loading…
New
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC E 159 CWE AF JODHPUR A I A II A V | JODHPUR | RAJASTHAN | 342001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹22.1 L+₹2.6 L (13.4%)Rejected-Finance NO 2 16 KANGAYAMPALAYAM SULFUR PO COIMBATORE 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹22.5 L+₹3.0 L (15.3%)Rejected-Finance C 150 ADG P CHENNAI | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹24.1 L+₹4.6 L (23.5%)Rejected-Finance | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹25.8 L+₹6.3 L (32.6%)Rejected-Finance 7 345 C 1 AERO NAGAR KANGEYAMPALAYAM KADAMPADI SULUR COIMBATORE TAMIL NADU 641401 | COIMBATORE | TAMIL NADU | 641401 | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | S.RAMACHANDRAN L3 | KSR AND COMPANY L2 | p.chinnasamy L5 | GOVINDAN KUTTY and CO L4 | MSR ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level), all as specified & directed. | 88.8 | CUM | 450 ₹39,960 | 300 ₹26,640 Lowest | 395 ₹35,076 | 340 ₹30,192 | 500 ₹44,400 |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam, not exceeding 50mm deep, surfaces in area not exceeding 400 sqm, all as specified & directed. | 10 | 10 SQM | 1,200 ₹12,000 | 350 ₹3,500 | 385 ₹3,850 | 365 ₹3,650 | 200 ₹2,000 Lowest |
| 3.00 | Material & Labour for Laying and compacting150mm thick(two layers of 75 mm thick )(compacted thickness) Wet Mix Macadam (WMM) grading as pre table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plantmaterial comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass , spreading with sensor paver and rolling with vibratory roller of capacity 80-10 KN static weight and consolidating to required gradient and camber complete, all as specified and directed.
Note - The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013. | 59.2 | 10 SQM | 4,200 ₹2,48,640 Lowest | 4,800 ₹2,84,160 | 5,185 ₹3,06,952 | 4,970 ₹2,94,224 | 8,000 ₹4,73,600 |
| 4.00 | Material & Labour for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS : 8887 at a rate of application @1 kg/sqm on surface of WMM / WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed . | 69.2 | 10 SQM | 480 ₹33,216 Lowest | 700 ₹48,440 | 695 ₹48,094 | 750 ₹51,900 | 700 ₹48,440 |
| 5.00 | Material & Labour for premix bituminous macadam, (consolidated thickness 75mm or less) by using 4% bitumen content using paving bitumen any panetration of grade VG-30 (confirming to IS-73-2006) laid, rolled and compacted to required gradient and camber using 8 to 10 tonne capacity power road roller laid with mechanical paver etc complete all as specified and directed. | 44.6 | CUM | 12,000 ₹5,35,200 | 10,000 ₹4,46,000 | 11,990 ₹5,34,754 | 11,700 ₹5,21,820 | 7,000 ₹3,12,200 Lowest |
| 6.00 | Material & Labour for Providing and laying 25mm thick bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). | 592 | SQM | 2,220 ₹13,14,240 | 2,300 ₹13,61,600 | 2,725 ₹16,13,200 | 2,470 ₹14,62,240 | 1,730 ₹10,24,160 Lowest |
| 7.00 | Material & Labour for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS : 8887 at a rate of application @ 0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge wor ks 2013 , using mechanical spray as specified and directed. | 10 | 10 SQM | 240 ₹2,400 Lowest | 500 ₹5,000 | 495 ₹4,950 | 550 ₹5,500 | 350 ₹3,500 |
| 8.00 | Material & Labour for bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with 5.50% binder content (using bitumen grade VG-30) by weight of total mix, mixed in hot mix plant using design mix and laid with mechanical paver and rolled and compacted using 8 to 12 tonne capacity vibratory tandom power road roller to achive the required compactness to required camber and gradient complete including cutting edged of road straight and site clearance, all as specified and as directed. | 10 | 10 SQM | 6,000 ₹60,000 | 3,500 ₹35,000 Lowest | 3,600 ₹36,000 | 3,580 ₹35,800 | 4,000 ₹40,000 |
Tender Value
₹24.2 L
EMD Value
₹48,400
Closing Date
28 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Ranjeet Kumar, IDSE, CWE
Commander Works Engineers AF South Gangamma Circle Opp Guard Room 410 AFS Jalahalli Bangalore 560013
PROVISION OF HARD SURFACES AT PARADE GROUND AT AFAC COIMBATORE
2025_MES_714268_2
84279/E8
Open Tender
Civil Works
Item Rate
120 days
AGE (I) (AF) Coimbatore
As per Tender Document
7 documents required · 7 mandatory
₹500
Yes
AGE (I) AF Coimbatore
₹48,400
Yes
11 Sept 2025
6 Aug 2025
5 Sept 2025
6 Aug 2025
28 Aug 2025
13 Aug 2025
6 Aug 2025 - 9 Aug 2025
Amount
Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level), all as specified & directed.
Scarifying or picking gravelled, macadam or bituminous macadam, not exceeding 50mm deep, surfaces in area not exceeding 400 sqm, all as specified & directed.
Material & Labour for Laying and compacting150mm thick(two layers of 75 mm thick )(compacted thickness) Wet Mix Macadam (WMM) grading as pre table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plantmaterial comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass , spreading with sensor paver and rolling with vibratory roller of capacity 80-10 KN static weight and consolidating to required gradient and camber complete, all as specified and directed. Note - The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013.
Material & Labour for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS : 8887 at a rate of application @1 kg/sqm on surface of WMM / WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed .
Material & Labour for premix bituminous macadam, (consolidated thickness 75mm or less) by using 4% bitumen content using paving bitumen any panetration of grade VG-30 (confirming to IS-73-2006) laid, rolled and compacted to required gradient and camber using 8 to 10 tonne capacity power road roller laid with mechanical paver etc complete all as specified and directed.
Material & Labour for Providing and laying 25mm thick bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification).
Material & Labour for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS : 8887 at a rate of application @ 0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge wor ks 2013 , using mechanical spray as specified and directed.
Material & Labour for bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with 5.50% binder content (using bitumen grade VG-30) by weight of total mix, mixed in hot mix plant using design mix and laid with mechanical paver and rolled and compacted using 8 to 12 tonne capacity vibratory tandom power road roller to achive the required compactness to required camber and gradient complete including cutting edged of road straight and site clearance, all as specified and as directed.
KSR AND COMPANY (BID ID -3400099)
S.RAMACHANDRAN (BID ID -3399889)
GOVINDAN KUTTY and CO (BID ID -3408007)
p.chinnasamy (BID ID -3405627)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .