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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹53.1 CrAdmitted-Finance | -1.35% | ₹53.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹53.6 Cr+₹45.8 L (0.86%)Admitted-Finance 907 NEW DELHI HOUSE 27 BARAKHAMBA ROAD NEW DELHI 110001 | NEW DELHI | NEW DELHI | DELHI | 110001 | -0.50% | ₹53.6 Cr+₹45.8 L (0.86%) | L2 | Admitted-Finance |
| 3 | L3₹53.8 Cr+₹67.3 L (1.27%)Admitted-Finance | -0.10% | ₹53.8 Cr+₹67.3 L (1.27%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-fulfilment of criteria outlined in clause 4.1j(2) |
| 5 | Rejected-Technical 102 RAVINDRA NAGAR OLD PALASIA INDORE M P | INDORE | MADHYA PRADESH | 452001 | - | - | - | Rejected-Technical Non-fulfillment fo criteria outlined in clause 4.1j(1) and clause 4.1j(2) |
Tender Value
₹53.8 Cr
EMD Value
₹53.9 L
Closing Date
28 May 2026, 3:00 pmClosed
SE NH CIRCLE PWD LUCKNOW
SE NH CIRCLE PWD 96 MG MARG LUCKNOW
Maintenance of NH-727 G from Km.0.000 to Km 68.000 Under Performance Based Maintenance Contract ( PBMC) in the State of Uttar Pradesh.
2026_MoRTH_906710_1
1750/924 Yata-NH Circle/2026 Dated 25.04.2026
Open Tender
Civil Works - Roads
Lump-sum
1825 days
Ayodhya
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
AS PER BID DOCUMENT
₹53.9 L
SE NH CIRCLE PWD LUCKNOW
21 Aug 2026
28 Apr 2026
30 May 2026
28 Apr 2026
28 May 2026
28 Apr 2026
14 May 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 |
|---|---|---|---|---|---|
| 1BILL NO. 01 Initial Rectification | |||||
| 1.01 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | - | Cum | 238.1 | - |
| 1.02 | Construction of granular sub-base 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 desire | - | Cum | 4,534 | - |
| 1.03 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium composite pannel sheeting, 4mm thick (with MS angle frame 35x35x5), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per attached drawing. (Rate all including supply and fixing of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification Cl. 801 and IS/IRC codes.) | - | - | - | - |
| 1.04 | Stop Sign Board (Intersection road) 90cm Height Octagon | - | Nos. | 4,824 | - |
| 1.05 | Pedestrain Crossing Board (Main Road) Equilateral Trangle 90 Cm | - | Nos. | 4,069 | - |
| 1.06 | 50 X 60 cm Single Chevron (10 Curve) | - | Nos. | 3,433 | - |
| 1.07 | School/College Sign Board Equilateral Trangle 90 Cm | - | Nos. | 4,069 | - |
| 1.08 | Hazard Marker Sign( (30cm x 90 cm) | - | Nos. | 3,321 | - |
| 1.09 | Type - A, "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (For Side more than 3 mtr embankment | - | Rm. | 3,107 | - |
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