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Tender ID
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
₹43.6 L
EMD Value
₹87,190
Closing Date
12 Nov 2026, 6:00 pm3d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
CWE Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CA NO.CWE BLY/ GE (E) /87 OF 2026-27WIDENING OR ROAD WITH RCC RETAINING WALL NEAR TCP NO 02 AT SHAHJAHANPUR CANTT UNDER GE (EAST) BAREILLY
2026_MES_787235_2
8200/B/963/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Shahjahanpur
As per NIT
6 documents required · 6 mandatory
₹500
GE (East) Bareilly
₹87,190
Yes
12 Nov 2026
22 Oct 2026
19 Nov 2026
22 Oct 2026
12 Nov 2026
29 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed. | 750 | Sqm | -1 | - |
| 2 | Removing excavated material (soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 112.5 | Cum | -1 | - |
| 3 | Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne & n exc 12 tonne complete all as specified and as directed | 75 | 10 Sqm | -1 | - |
| 4 | M&L for soling or sub base, 150mm thick (spread thickness) with broken boulders or quarried stone, interstices, filled , surface formed and rolled and consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified and as directed | 75 | 10 Sqm | -1 | - |
| 5 | Supply, laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layers of 75 mm eachgrading 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 wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1OO 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 | 75 | 10 Sqm | -1 | - |
| 6 | Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc , sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt complete all as specified and as directed | 75 | 10 Sqm | -1 | - |
| 7 | M&L for applying evenly a priming/tack coat with bituminious primer of paving bitumen VG 10 @ 10 kg per 10 sqm complete all as specified and as directed | 75 | 10 Sqm | -1 | - |
| 8 | M&L for applying evenly a priming/tack coat with bituminious primer of paving bitumen VG 5 @ 10 kg per 10 sqm complete all as specified and as directed | 100 | 10 Sqm | -1 | - |
| 9 | M&L for laying premixed bituminous macadam using binder conent paving bitumen (VG-30) 4% by weight of total mix) rolled and compacted to required gradient and camber 40 mm thick with paving bitumen any penetration complete all as specified and as directed | 38 | Cum | -1 | - |
| 10 | M&L bituminous premix asphaltic semidense concrete 40 mm consolidated thickness with 5.5% binder content (VG-30) by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed.
Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. | 75 | 10 Sqm | -1 | - |
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details.html
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Tendernotice_1.pdf
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BOQ_891736.xls
BOQ • 0.24 MB
PS_87.pdf
Tender Documents • 1.73 MB
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