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Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
20 Oct 2026, 11:00 am
Chief Engineer cum EO, MSRRDA
4th FLOOR, SECURED OFFICE COMPLEX, AT LINE, NORTH AOC, IMPHAL-MANIPUR
Construction of Bridge over Challou River at km 11.20 on the road from T14-Phangrei (Zero Point) to Khamasom Phungrei Via Sihai
2026_CESQC_149676_1
MN09236B
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
₹10.8 L
Imphal
28 Sept 2026
28 Sept 2026
20 Oct 2026
28 Sept 2026
20 Oct 2026
28 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 | LSB | - | - | - | - |
| 2 | 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 |
| 3 | 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 | 92.79 | MT | 2,33,431.07 | ₹2,16,60,068.99 |
| 4 | Tar paper below approach slab | 52.5 | sqm | 529.63 | ₹27,805.58 |
| 5 | Supplying, fitting, and fixing in position true to line and level POT-PTPEE bearing consisting of a metal piston supported by a disc or unreinceforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part- I & II respectively and other parts conforming to BS: 5400, sections 9.1 & 9.2 and clause 2006 of MoRTH specificationscomplete as per drawing and approved technical specification. | 880 | Toncapacity | 2,333.1 | ₹20,53,128 |
| 6 | Providing and Laying Reinforced cement concrete of Grade M-30 in approach slab including reinforcement Fe500 and formwork complete as per drawing and Technical specification. Ref. to Technical specification 1500,1600,1700 & 2704 . (a) Concrete | 17.64 | cum | 18,398.19 | ₹3,24,544.07 |
| 7 | Providing and Laying Reinforced cement concrete of Grade M-30 in approach slab including reinforcement Fe500 and formwork complete as per drawing and Technical specification. Ref. to Technical specification 1500,1600,1700 & 2704 (b) Reinforcement | 1.28 | mt | 1,51,155.14 | ₹1,93,478.58 |
| 8 | Excavation for Structures ➤ Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ➤ I.Ordinary soil ➤ [11.1] (i)Upto 3 m depth | 1,486.8 | cum | 556.55 | ₹8,27,478.54 |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ➤ II.P.C.C grade M 15 ➤ [11.4] (i)Nominal mix (1:2.5:5) | 17.75 | cum | 13,403.15 | ₹2,37,905.91 |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ➤ [11.4] V. R.C.C. grade M 25 | 130.9 | cum | 17,162.32 | ₹22,46,547.69 |
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