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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
2 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
CWE Lucknow
HQ CWE Lucknow, 229 MG Road, Lucknow Cantt, Lucknow-226002
PROVN OF BLACK TOP ROAD FROM P-1 LINE TO NFS NODE OF 41 NSR ALONG SOUTHERN BOUNDARY OF MEPTA UNDER GE (EAST) LUCKNOW
2026_MES_792447_1
CWE/LKO/E/T-53 OF 2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Lucknow
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE East Lucknow
₹2.2 L
Yes
5 Oct 2026
5 Oct 2026
9 Nov 2026
5 Oct 2026
2 Nov 2026
26 Oct 2026
5 Oct 2026 - 26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas, not exceeding 1.5 M deep and getting out in hard and dense soil complete all as specified and directed. | 1,980 | Cum | - | - |
| 2 | Surface excavation soft/loose soil not exceeding 30 cm deep and averaging 20 cm deep and getting out soil complete all as specified and directed. | 2,400 | Sqm | - | - |
| 3 | Rolling and consolidating formation surfaces with 8 to 12 tonne power roller including filing in soft spots, depressions etc, which occur during rolling (for portion coming in cutting/original grnd only) to required camber and gradient etc, incl watering before or during rolling complete all as specified and directed. | 660 | Per 10 Sqm | - | - |
| 4 | M&L for 150mm thick (spread thickness) soling with broken stone (Granite, trap or basalt) of size range 100mm to 50mm, deposited, spread, levelled in one layer, interstices filled, surface formed, rolled and consolidatetd to required gradient and camber with 8 to 12 tonne roller, complete all as specified and directed. | 660 | Per 10 Sqm | - | - |
| 5 | M&L for Laying and compacting 150 mm thick (compacted thickness) WMM laid in two layers of 75 mm each Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradien 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 directed. | 660 | Per 10 Sqm | - | - |
| 6 | M&L for Preparation of unsurfaced WBM surface by brushing with wire brush for removing caked mud etc/sweeping with brooms ans finally fanning cleaned surface with gunny bags to remove all loose dirt etc and applying evenly paving bitumen tack coat @ 10 Kg/10 Sqm complete all as specified & directed. | 660 | Per 10 Sqm | - | - |
| 7 | M&L for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified & directed. | 330 | Cum | - | - |
| 8 | M&L for Preparation of unsurfaced BM surface by brushing with wire brush for removing caked mud etc/sweeping with brooms ans finally fanning cleaned surface with gunny bags to remove all loose dirt etc and applying evenly paving bitumen tack coat @ 5 Kg/10 Sqm complete all as specified & directed. | 660 | Per 10 Sqm | - | - |
| 9 | M&L for 40 mm thick consolidated semi dense asphaltic concrete with 5,5% binder content by weight of total mix, rolled & compaction with 8 to 12 tonne power roller and consolidated to required gradient and camber , complete all as specified and directed. | 660 | Per 10 Sqm | - | - |
| 10 | Removing excavated material not exc 50 m and depositing where directed at a level In exc 1.5 m above the starting point complete all as specified and directed. | 2,340 | Cum | - | - |
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