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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.3 LAccepted-Finance 22 1685 ST JACOB CHURCH LANE PAMBAIMOOLA EDACOCHIN ERNAKULAM KERALA 682010 | ERNAKULAM | ERNAKULAM | KERALA | 682010 | ₹37.3 L | L1 | Accepted-Finance Lowest tenderer |
| 2 | L2₹41.0 LAccepted-Finance C 111 STATION PLAZA STATION ROAD STATION ROAD BHANDUP W MUMBAI 400078 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400078 | ₹41.0 L | L2 | Accepted-Finance Other than Lowest Tenderer |
| 3 | L3₹42.2 LAccepted-Finance MUKALATH VALAYANCHIRANGARA PO PERUMBAVOOR ERNAKULAM KOCHI 683556 | PERUMBAVOOR | ERNAKULAM | KERALA | 683556 | ₹42.2 L | L3 | Accepted-Finance Other than Lowest Tenderer |
| 4 | L4₹42.3 LAccepted-Finance | ₹42.3 L | L4 | Accepted-Finance Other than Lowest Tenderer |
| Sl No | Description | Qty | Unit | shine industries L2 | ZOOM ENTERPRISES L1 | eurekaenterprises L4 | Kuriako Mathai and company L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for excavating over areas, n exc 1.5m deep and getting out in hard/dense soil including Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed. | 380 | Cum | 365 ₹1.4 L | 300 ₹1.1 L | 300 ₹1.1 L | 160 ₹60,800 |
| 2.00 | Removing excavated soil to a distance n exc 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | 380 | Cum | 486 ₹1.8 L | 150 ₹57,000 | 90 ₹34,200 | 75 ₹28,500 |
| 3.00 | Rolling and consolidating formation surfaces (in cutting) with power roller exc 8 tonne and n exc 12 tonne complete all as specified and as directed | 100 | Xsqm | 115 ₹11,500 | 50 ₹5,000 | 120 ₹12,000 | 80 ₹8,000 |
| 4.00 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified 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 leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 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 directed | 100 | Xsqm | 375 ₹37,500 | 5,000 ₹5 L | 3,800 ₹3.8 L | 4,600 ₹4.6 L |
| 5.00 | M&L for plain cement concrete 1:4:8, type D2 using 40 mm graded crushed stone aggregate filling and mass concrete in foundation complete all as specified and as directed | 100 | Cum | 6,983 ₹7.0 L | 5,500 ₹5.5 L | 5,700 ₹5.7 L | 6,100 ₹6.1 L |
| 6.00 | Providing and laying 80mm thick factorymade chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete all as spd and as directed | 1,000 | sqm | 1,020 ₹10.2 L | 1,200 ₹12 L | 1,400 ₹14 L | 1,450 ₹14.5 L |
| 7.00 | M&L for providing, cement concrete 1:3:6 C1 1(20mm crushed stone aggregate ) in coping , sides of path etc complete all as specified and directed | 15 | Cum | 7,656 ₹1.1 L | 8,000 ₹1.2 L | 6,900 ₹1.0 L | 7,000 ₹1.1 L |
| 8.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400sqm and exc 50mm and n exc 100mm deep complete all as specified and directed | 60 | Xsqm | 85 ₹5,100 | 40 ₹2,400 | 300 ₹18,000 | 55 ₹3,300 |
| 9.00 | Applying evenly a priming/tack coat with paving bitumen primer at 10Kg/10 Sqm using paving bitumen Grade VG 10 with mechanical sprayer complete all as specified and directed | 60 | Xsqm | 520 ₹31,200 | 500 ₹30,000 | 570 ₹34,200 | 520 ₹31,200 |
| 10.00 | M&L for premix bituminous macadam using paving bitumen any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and as directed | 30 | Cum | 8,920 ₹2.7 L | 8,500 ₹2.5 L | 7,300 ₹2.2 L | 8,000 ₹2.4 L |
Updated dates
Tender Value
₹42.6 L
EMD Value
₹85,200
Closing Date
6 May 2026, 6:55 pmClosed
SHRI R K SINGH IDSE
CWE NW KOCHI KOCHI
PROVISION OF PAVER BLOCK PATH AND RECARPETING OF BITUMINOUS ROAD FOR THE PORTION CONNECTING NAD DEFENCE ROAD AND METRO YARD ROAD AT NAD ALWAYE
2026_MES_759594_1
CWE(NW)KOCHI/81634
Open Tender
Civil Works
120 days
KOCHI
As per NIT
7 documents required · 7 mandatory
₹500
GE NS KOCHI
₹85,200
Yes
11 May 2026
8 Apr 2026
11 May 2026
8 Apr 2026
6 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for excavating over areas, n exc 1.5m deep and getting out in hard/dense soil including Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed. | 380 | Cum | - | - |
| 2 | Removing excavated soil to a distance n exc 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | 380 | Cum | - | - |
| 3 | Rolling and consolidating formation surfaces (in cutting) with power roller exc 8 tonne and n exc 12 tonne complete all as specified and as directed | 100 | Xsqm | - | - |
| 4 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified 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 leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 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 directed | 100 | Xsqm | - | - |
| 5 | M&L for plain cement concrete 1:4:8, type D2 using 40 mm graded crushed stone aggregate filling and mass concrete in foundation complete all as specified and as directed | 100 | Cum | - | - |
| 6 | Providing and laying 80mm thick factorymade chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete all as spd and as directed | 1,000 | sqm | - | - |
| 7 | M&L for providing, cement concrete 1:3:6 C1 1(20mm crushed stone aggregate ) in coping , sides of path etc complete all as specified and directed | 15 | Cum | - | - |
| 8 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400sqm and exc 50mm and n exc 100mm deep complete all as specified and directed | 60 | Xsqm | - | - |
| 9 | Applying evenly a priming/tack coat with paving bitumen primer at 10Kg/10 Sqm using paving bitumen Grade VG 10 with mechanical sprayer complete all as specified and directed | 60 | Xsqm | - | - |
| 10 | M&L for premix bituminous macadam using paving bitumen any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and as directed | 30 | Cum | - | - |
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