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Tender Value
₹16.3 Cr
EMD Value
₹32.5 L
Closing Date
20 Oct 2026, 11:00 am
Chief Engineer cum EO, RED/MSRRDA
4th FLOOR, SECURED OFFICE COMPLEX, AT LINE, NORTH AOC, IMPHAL-MANIPUR
Construction of Bridge over Iril River at km 0.20 on the road from T35-Pukhao Eranfam to Dolaithabi
2026_CESQC_149694_1
MN04241B
National Competitive Bid
Civil Works - Bridge Construction
Percentage
730 days
As Per Tender Document
Please refer Tender documents.
10 documents required · 10 mandatory
₹20,000
Chief Engineer cum EO,MSRRDA
₹32.5 L
Imphal
29 Sept 2026
29 Sept 2026
20 Oct 2026
29 Sept 2026
20 Oct 2026
29 Sept 2026
7 Oct 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 | Road Furniture & Safety ➤ Traffic Signs | - | - | - | - |
| 2 | Citizen's Information Board with Logo of PMGSY as per MoRD Specifications | 1 | Nos | 25,685.89 | ₹25,685.89 |
| 3 | Maintenance Information Board with Logo of PMGSY as per MORD Specifications | 1 | Nos | 25,631.3 | ₹25,631.3 |
| 4 | Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing | 1 | each | 12,172.74 | ₹12,172.74 |
| 5 | Traffic Signs ➤ A.Retro-reflectorised Traffic Signs ➤ [10.2] -1Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | 2 | each | 5,610.61 | ₹11,221.22 |
| 6 | Providing and Fixing 'Logo' of PMGSY Project ➤ [10.16] Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | each | 21,502.34 | ₹21,502.34 |
| 7 | Setting Out ➤ The analysis of rate per km shall account for the following: ➤ (3) Construction of job pillars as per Fig. 1600.1 (d) ➤ [8.2] (3)Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 1 | each | 1,227.36 | ₹1,227.36 |
| 8 | LSB | - | - | - | - |
| 9 | Load Testing of Super structure of bridge after completion in all respect using static loading method to determine accpectance criteria of design as per IRC:SP:51-2015 complete as per direction of Engineer- In-Charge. | 1 | Job | 3,33,300 | ₹3,33,300 |
| 10 | Supplying, Fabrication, fixing in position, launching in position painting, etc. all complete for structural steel truss (Fy=350N/mm^2) including splicing, welding, bolting, etc. all complete as per drawing and technical specifications at section 1900 of MORT& H Specification | 332.28 | MT | 2,33,431.07 | ₹7,75,64,475.94 |
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BOQ_235987.xls
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T-40.pdf
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Corrigendum-1_Name_of_Work_34_Bridges.pdf
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