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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₹34.6 LAccepted-AOC C 150 ADG P CHENNAI | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹38.3 L+₹3.6 L (10.5%)Rejected-Finance NO 2 16 KANGAYAMPALAYAM SULFUR PO COIMBATORE 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹39.7 L+₹5.1 L (14.6%)Rejected-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹44.1 L+₹9.4 L (27.2%)Rejected-Finance 47A C3 OLD DAMU NAGAR PULIAKULAM COIMBATORE 641 045 | COIMBATORE | COIMBATORE | TAMIL NADU | 641045 | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹44.2 L+₹9.5 L (27.4%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | KUMAR AGENCIES L9 | SUPER COOL L8 | p.chinnasamy L10 | KRISHNA ENTERPRISES L4 | KSR AND COMPANY L2 | GOVINDAN KUTTY and CO L5 | NLK Construction L7 | S.RAMACHANDRAN L1 | Vishnu Infrastructures L3 | D.R ASSOCIATES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed | 0.5 | CUM | 630 ₹315 | 650 ₹325 | 710 ₹355 | 600 ₹300 | 550 ₹275 Lowest | 560 ₹280 | 600 ₹300 | 1,200 ₹600 | 900 ₹450 | 567 ₹283.5 |
| 2.00 | Excavation over areas in any type of soil by mechanical means (Hydraulic excavator) exceeding 30 cm in depth, 1.5 m in width and getting out including disposal of excavated earth lead upto 50 m and lift upto 1.5m all as directed by Engineer-in-charge | 775 | CUM | 170 ₹1,31,750 | 300 ₹2,32,500 | 399 ₹3,09,225 | 320 ₹2,48,000 | 150 ₹1,16,250 | 250 ₹1,93,750 | 300 ₹2,32,500 | 102 ₹79,050 Lowest | 360 ₹2,79,000 | 179 ₹1,38,725 |
| 3.00 | M&L for Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller including watering as necessary, filling in the depressions with approved earth which occur during the process, consolidating to required gradient and camber complete all as specified and as directed | 156 | X Sqm | 350 ₹54,600 | 250 ₹39,000 | 395 ₹61,620 | 150 ₹23,400 | 100 ₹15,600 Lowest | 160 ₹24,960 | 400 ₹62,400 | 120 ₹18,720 | 200 ₹31,200 | 402 ₹62,712 |
| 4.00 | Removing excavated material to a distance exc.1.5 Km and n.exc.5.0 Km and deposit inside the MoD land wherever directed complete all as specified and as directed.
Note: Lead upto 50m shall be included in the quoted rate of item No.02. Distance beyond 50m only shall be measured under this item. | 775 | CUM | 420 ₹3,25,500 | 250 ₹1,93,750 | 455 ₹3,52,625 | 350 ₹2,71,250 | 150 ₹1,16,250 | 330 ₹2,55,750 | 431 ₹3,34,025 | 45 ₹34,875 Lowest | 400 ₹3,10,000 | 457 ₹3,54,175 |
| 5.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified in Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of at least 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and as directed | 156 | X Sqm | 5,200 ₹8,11,200 | 5,500 ₹8,58,000 | 5,375 ₹8,38,500 | 5,370 ₹8,37,720 | 5,000 ₹7,80,000 | 5,250 ₹8,19,000 | 5,355 ₹8,35,380 | 3,900 ₹6,08,400 | 3,750 ₹5,85,000 Lowest | 5,277 ₹8,23,212 |
| 6.00 | M&L Laying and compacting 250 mm thick (compacted thickness) WMM laid in three layers of 75 mm each, Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material 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 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed | 156 | X Sqm | 6,700 ₹10,45,200 | 6,300 ₹9,82,800 | 6,175 ₹9,63,300 | 6,100 ₹9,51,600 | 6,000 ₹9,36,000 | 6,150 ₹9,59,400 | 6,190 ₹9,65,640 | 5,100 ₹7,95,600 Lowest | 6,500 ₹10,14,000 | 6,255 ₹9,75,780 |
| 7.00 | M&L Preparing WMM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 156 | X Sqm | 370 ₹57,720 | 300 ₹46,800 | 200 ₹31,200 | 150 ₹23,400 | 50 ₹7,800 | 190 ₹29,640 | 170 ₹26,520 | 45 ₹7,020 Lowest | 300 ₹46,800 | 255 ₹39,780 |
| 8.00 | M& L for applying evenly a tack coat with paving bitumen of VG-10 grade @ 8 Kg per 10 Sqm with mechanical pressure sprayer over unsurfaced WMM etc complete all as specified and as directed | 156 | X Sqm | 1,100 ₹1,71,600 | 1,000 ₹1,56,000 | 820 ₹1,27,920 | 700 ₹1,09,200 | 500 ₹78,000 | 750 ₹1,17,000 | 850 ₹1,32,600 | 510 ₹79,560 | 400 ₹62,400 Lowest | 760 ₹1,18,560 |
| 9.00 | M&L for 65mm thick Premix bituminous macadam using 4% binder content (Paving Bitumen of VG-30 grade) by weight of total mix laid manually or with mechanical paver rolled and compacted to required gradient and camber complete all as specified and as directed | 101.4 | CUM | 9,100 ₹9,22,740 | 9,600 ₹9,73,440 | 9,155 ₹9,28,317 | 9,500 ₹9,63,300 | 9,000 ₹9,12,600 Lowest | 10,000 ₹10,14,000 | 9,400 ₹9,53,160 | 10,200 ₹10,34,280 | 9,500 ₹9,63,300 | 9,355 ₹9,48,597 |
| 10.00 | M&L for Bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder (Paving bitumen of VG-30 grade) content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed
Note:-
(a) In the event of excess quantity of binder content is necessitated due to mix design of asphaltic concrete, the same shall be provided by the contractor at no extra cost and no price adjustment shall be applicable in this regard.
(b) SDAC shall be laid on the same day over BM without extra tack coat. If SDAC is not laid on the same day, tack coat @ 2.5 Kg /10 Sqm of bitumen shall be sprayed over BM without any extra cost. | 156 | X sqm | 3,900 ₹6,08,400 | 4,100 ₹6,39,600 | 3,810 ₹5,94,360 | 4,000 ₹6,24,000 | 3,600 ₹5,61,600 Lowest | 4,200 ₹6,55,200 | 3,850 ₹6,00,600 | 3,900 ₹6,08,400 | 3,600 ₹5,61,600 Lowest | 3,875 ₹6,04,500 |
Tender Value
₹44.1 L
EMD Value
₹88,500
Closing Date
1 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE(AF)Trivandrum
CWE AF TRIVANDRUM HQ SAC IAF Complex Akkulam Thruvikkal Post Trivandrum 11
82601/E8 Upgradation/widening of certain existing Road at AF Stn Sulur
2025_MES_730130_1
82601/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
Sulur
Class D Category a(v)
7 documents required · 7 mandatory
₹500
GE (AF) Sulur
₹88,500
Yes
6 Nov 2025
10 Sept 2025
3 Oct 2025
10 Sept 2025
1 Oct 2025
24 Sept 2025
10 Sept 2025 - 17 Sept 2025
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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