Tender For Construction Of Bridge Over Nambul River At Km 5.32 On The Road From Mrlo6- Heibongpokpi To Mayang Langjing Bazar
Tender Value
8.13 Crore
Estimated cost
Bid Submission
20 Oct 2026
19 days left
EMD
16.27 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Imphal West → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Bridge Over Nambul River At Km 5.32 On The Road From Mrlo6- Heibongpokpi To Mayang Langjing Bazar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Sep-2026 | Corrigendum 1 | Technical Bid | 20-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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 |
| 3 | 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 |
| 4 | Tar paper below approach slab |
| 5 | 6mm thick MS liner for piles. |
| 6 | Initial Load Test icluding additional pile with reinforcement for 2.5 times the design load specified in Drawings a) Initial Load Test |
| 7 | Routine pile load test on working pile for a test load of 1.5 times the design load specified in Drawings. a) Routine Load test |
| 8 | Pile Intergrity test ( LST - by Pulse Echo ) |
| 9 | Bored cast-in-situ M35 grade R C C Pile excludingReinforcement complete as per Drawing and TechnicalSpecifications and removal of excavated earthwith alllifts and lead upto 1000 m. Ordinary Soil. Pile diameter -1200 mm. P C C M35 |
| 10 | 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. |
| 11 | 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 |
| 12 | 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 |
| 13 | 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) |
| 14 | 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 |
| 15 | [11.8] Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 16 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ➤ [12.5] IV.R.C.C. grade M 25 |
| 17 | [12.7] Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 18 | [12.9] Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 19 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ➤ [12.10] I)Granular material |
| 20 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ➤ [13.1] III.R.C.C. Grade M 30 |
| 21 | [13.3] Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 22 | [13.5] Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 23 | [13.6] Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3. - a) M 25 grade R.C.C. |
| 24 | [13.10] Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 25 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 ➤ [13.11] (i)Nominal mix (1:2.5:5) |
| 26 | [13.14] Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per drawing, and technical specifications Clause 1207.2.4 |
| 27 | [14.6] Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 28 | Road Furniture & Safety ➤ Traffic Signs |
| 29 | PMGSY informatory sign board with Logo as per MORD specifications and drawing |
| 30 | Citizen's Information Board with Logo of PMGSY as per MoRD Specifications |
| 31 | Maintenance Information Board with Logo of PMGSY as per MORD Specifications |
| 32 | Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing |
| 33 | Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 |
| 34 | 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 |
| 35 | Pavement Works ➤ Earthwork in Filling |
| 36 | Construction of Embankment with Material Obtained from Borrow Pits ➤ [3.4] Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 37 | Pavement Works ➤ Compacting Original Ground |
| 38 | Construction of Subgrade and Earthen Shoulders ➤ [3.14] Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 39 | Compacting Original Ground ➤ (ii) Compacting original ground supporting subgrade ➤ [3.15] Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. |
| 40 | Pavement Works ➤ Granular Sub-Base |
| 41 | Granular Sub-base with Well Graded Material (Table 400.1) ➤ (A) By Mix in Place Method ➤ Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ➤ [4.1] (ii)For Grading II Material |
| 42 | Pavement Works ➤ WBM Grade-II |
| 43 | Water Bound Macadam Sub-base/base ➤ 2) WBM Grading 2 ➤ Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. ➤ [4.7] (A)By Manual Means |
| 44 | Pavement Works ➤ WBM Grade-III |
| 45 | Water Bound Macadam Sub-base/base ➤ 3) WBM Grading 3 ➤ Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. ➤ [4.7] (A)By Manual Means |
| 46 | Pavement Works ➤ Prime Coat |
| 47 | Prime Coat ➤ (i) Low porosity ➤ [5.1] Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 48 | Pavement Works ➤ Tack Coat |
| 49 | Tack Coat ➤ [5.2] (i)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 50 | Pavement Works ➤ OGPC |
| 51 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder ➤ Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. ➤ Case - I By Manual Means ➤ [5.9] (I) Bitumen (S-90) |
| 52 | Pavement Works ➤ SEAL COAT |
| 53 | Seal Coat ➤ Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 ➤ A.By Manual Means - Case - I : Type A ➤ [5.12] (I)Bitumen (S-90) |
| 54 | Pavement Works ➤ Clearing & Grubbing |
| 55 | 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 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 20, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 19 daysOct 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysTender Documents
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