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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All Document is correct |
| 2 | Accepted-Technical 580 SHREE DAMUPRIYA SHIVPURI MARG ALAPUR PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211001 | Accepted-Technical All Document is correct |
| 3 | Accepted-Technical MIRZAPUR SBI MAIN BRANCH 1ST FLOOR DUNKELNGANJ MIRZAPUR 231001 | MIRZAPUR | MIRZAPUR | UTTAR PRADESH | 231001 | Accepted-Technical All Document is correct |
Tender Value
₹21.3 L
EMD Value
₹2.1 L
Closing Date
16 Apr 2026, 5:00 pmClosed
Deputy Director (Construction) MANDI PARISHAD
NAVEEN MANDI STHAL JANGI ROAD MIRZAPUR
Repair and Renovation Work on the Link Road from Pasahinala to Kushwaha Basti on the Robertsganj Mirzapur Route
2026_RKUMP_1130330_1
(2025-2026)/588
Open Tender
Civil Works
Percentage
120 days
Pasahinala to Kushwaha Basti on the Robertsganj Mi
Repair and Renovation Work on the Link Road from Pasahinala to Kushwaha Basti on the Robertsganj Mirzapur Route
3 documents required · 3 mandatory
₹3,800
Deputy Director (Construction)
₹2.1 L
8 May 2026
30 Mar 2026
17 Apr 2026
30 Mar 2026
16 Apr 2026
30 Mar 2026
30 Mar 2026 - 16 Apr 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 |
|---|---|---|---|---|---|
| 1.01 | Earth Work in cutting or in embankment in Ordianry/black cotton soil excavation to be the form of regular pits not exceeding ½ meter (20") in depth and earth work in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required level and slopes and also including 1.5mm (5") lift and 30m (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. | - | CUM | - | - |
| 1.02 | Filling of carted earth in trenches , plinth and sides of foundation etc. in lavers not exceeding 20cm. in depth consolidating each deposited layer by ramming & watering and dressing and including cartage of earth upto 5.00km and all taxes required for proper completion of the work. (AOR) | - | CUM | - | - |
| 1.03 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm) obtained from approved query sukrut to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming type 'B' screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required denstity. as per Technical specification clause.4.7/405(3) As per Analysis | - | CUM | - | - |
| 1.04 | Providing and applying primer coat with bitumin emulsion (SS) on prepared surface of granular Base including clearing of road surface and and sprying primer at rate of 0.75 Kg/sqm ssing machenical means (MORD 502) As per Analysis | - | SQM | - | - |
| 1.05 | Providing and applying tack coat with bitumin VG-10 using pressure disributor at rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechnical broom (MORD 503) As per Analysis | - | SQM | - | - |
| 1.06 | Cleaning the existing W.B.M. surface and laying 2cm. Thick Premix carpet with appd. Grit (in ratio 1:2 with 10-16 mm & 16-22.4mm gauge with dalla Grit) and bitumen including neating the paint to required tamperature and mixing either in mixer or by hand including cartage of materials, maintenance of side, patries and watering them during operation including supply of all materials L.T.&P. required for proper completion of the work also including cost of maxphalt and back coat.As per Analysis | - | SQM | - | - |
| 1.07 | Cleaning the premix carpet surface and laying seal coat with 6 mm Grit, including supply of all materials, Labour, T&P etc. required for proper completion of work.As per Analysis | - | SQM | - | - |
| 1.08 | Brick adging on both side of rode m 150 8 cm wide 12 cm deep laid with mud mortar including all materail as per SI NO 765 | 1 | KM | - | - |
| - | Supply and laying 350mm dia hume pipe | - | RM | - | - |
| - | Laying C.C. Road Slab consisting of 1:2:4 cement, coarse sand & approved 20mm gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber and including supply of all materials, labour T&P etc (S.I. No. 773(A) | - | CUM | - | - |
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