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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical MAYUR BIHAR COLONY JANPAD BARABANKI | BARABANKI | UTTAR PRADESH | 225001 | Accepted-Technical Eligible for financial bid opening |
| 2 | Accepted-Technical | Accepted-Technical Eligible for financial bid opening |
| 3 | Accepted-Technical | Accepted-Technical Eligible for financial bid opening |
| 4 | Accepted-Technical | Accepted-Technical Eligible for financial bid opening |
| 5 | Accepted-Technical | Accepted-Technical Eligible for financial bid opening |
Tender Value
₹32 L
EMD Value
₹3.2 L
Closing Date
8 Oct 2026, 12:00 pmClosed
Executive Engineer
Construction Division-3, PWD, Barabanki
Widening and Strengthening Work from Nawiganj Road to the House of Paras Jain in Block Banki, District Barabanki.
2026_CEUFZ_1189554_1
2473/3A/Etender/2026 date 16-09-2026
Open Tender
Civil Works
Percentage
90 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.2 L
13 Oct 2026
24 Sept 2026
8 Oct 2026
24 Sept 2026
8 Oct 2026
24 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m MoRTH specification clouse 301 | 34 | Cum | 55 | ₹1,870 |
| - | Construction of granular sub-base (GSB) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH specification clause 401 | 149 | Cum | 4,300 | ₹6,40,700 |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MoRTH specification clause 406 | 111 | Cum | 4,650 | ₹5,16,150 |
| - | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. complete as per MoRTH specification clause 502 | 742 | Sqm | 50 | ₹37,100 |
| - | Providing and laying dense graded bituminous macadam (DBM 2) with HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | 51.9 | Cum | 14,000 | ₹7,26,600 |
| - | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. complete as per MoRTH specification clause 503(ii) | 742 | Sqm | 18 | ₹13,356 |
| - | Providing and laying bituminous concrete (BC- II) with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | 22 | Cum | 16,000 | ₹3,52,000 |
| - | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. MoRTH specification clouse 304. | 100 | Cum | 80 | ₹8,000 |
| - | Plain cement concrete 1:3:6 norminal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. MoRTH specification Clouse 2100 | - | Cum | 6,500 | - |
| - | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clouse 1300 | - | Cum | 7,200 | - |
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