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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.2 Cr+₹3.7 L (1.66%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.3 Cr+₹10.8 L (4.89%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.4 Cr+₹19.2 L (8.70%)Admitted-Fee/PreQual/Technical/Finance PICHAPPILLIL HOUSE KAVAKKAD ROAD AYAVANA P O MUVATTUPUZHA | MUVATTUPUZHA | ERNAKULAM | KERALA | 686668 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Binoy P T L1 | MARIAN CONSTRUCTIONS L2 | PC THANKACHAN L4 | Biby Scaria L3 |
|---|---|---|---|---|---|---|---|
| 1.001. Appendix A - Road & Irish Drain | |||||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1,769.2 | cum | 205.04 ₹3,62,756.77 | 200 ₹3,53,840 | 150 ₹2,65,380 Lowest | 190 ₹3,36,148 |
| 1.00 | 8.3.5.A:Earthwork in Hill Road <br>(v) Excavation in Hilly Areas in Hard Rock requiring blasting <br> A) Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 121.5 | cum | 459.78 ₹55,863.27 | 420 ₹51,030 | 400 ₹48,600 Lowest | 459 ₹55,768.5 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 7,620 | sqm | 16.01 ₹1,21,996.2 | 16 ₹1,21,920 | 15 ₹1,14,300 Lowest | 16 ₹1,21,920 |
| 1.00 | OD194826/2026-2027:Construction of un-reinforced, plain cement concrete pavement ,thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle,screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound(where specified) and water finishing to lines and grade as per drawing and Technical Specifications clause 1501 | 1,544.49 | cum | 9,000 ₹1,39,00,410 Lowest | 9,400 ₹1,45,18,206 | 10,700 ₹1,65,26,043 | 9,750 ₹1,50,58,777.5 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 245.03 | cum | 9,000 ₹22,05,225 | 8,300 ₹20,33,707.5 Lowest | 8,500 ₹20,82,712.5 | 9,000 ₹22,05,225 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 152.25 | cum | 650.34 ₹99,014.27 | 600 ₹91,350 | 250 ₹38,062.5 Lowest | 600 ₹91,350 |
| 1.01 | OD195946/2025-2026: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 Structural Steel c
section 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 structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 292 | metre | 3,500 ₹10,22,000 | 3,600 ₹10,51,200 | 4,000 ₹11,68,000 | 3,400 ₹9,92,800 Lowest |
| 1.01 | 10.2.A.1.2:Traffic SignsA. Retro-reflectorised Traffic Signs 1 Providing 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 2 600 mm Equilateral Triangle | 12 | each | 4,231.13 ₹50,773.56 | 4,200 ₹50,400 | 3,760 ₹45,120 Lowest | 4,000 ₹48,000 |
| 1.01 | 10.2.A.1.3:Traffic SignsA. Retro-reflectorised Traffic Signs1 Providing 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 3 600 mm Circular | 5 | each | 4,768.2 ₹23,841 | 4,500 ₹22,500 | 4,403 ₹22,015 | 4,300 ₹21,500 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹1 L
Closing Date
4 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LIDEW DIVISION IDUKKI GP PAINAV
GENERAL- KATTAPPANA BLOCK -2026-27(PEERUMEDU LAC)PASUPPARA -7TH NUMBER -WAGAMON LINK ROAD IN UPPUTHARA G P,IDUKKI-2026-27-General Civil Work
2026_LSGD_881756_2
06/T/AEE/LID EW/IDK/2026-2027
Open Tender
Civil Works - Others
Item Rate
365 days
UPPUTHARA GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹8,270
Yes
₹1 L
Yes
6 Nov 2026
23 Oct 2026
6 Nov 2026
23 Oct 2026
4 Nov 2026
23 Oct 2026
23 Oct 2026 - 4 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11. Appendix A - Road & Irish Drain | |||||
| 1.001 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1,769.2 | cum | - | - |
| 1.002 | 8.3.5.A:Earthwork in Hill Road <br>(v) Excavation in Hilly Areas in Hard Rock requiring blasting <br> A) Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 121.5 | cum | - | - |
| 1.003 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 7,620 | sqm | - | - |
| 1.004 | OD194826/2026-2027:Construction of un-reinforced, plain cement concrete pavement ,thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle,screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound(where specified) and water finishing to lines and grade as per drawing and Technical Specifications clause 1501 | 1,544.49 | cum | - | - |
| 1.005 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 245.03 | cum | - | - |
| 1.006 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 152.25 | cum | - | - |
| 1.007 | OD195946/2025-2026: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 Structural Steel c
section 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 structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 292 | metre | - | - |
| 1.008 | 10.2.A.1.2:Traffic SignsA. Retro-reflectorised Traffic Signs 1 Providing 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 2 600 mm Equilateral Triangle | 12 | each | - | - |
| 1.009 | 10.2.A.1.3:Traffic SignsA. Retro-reflectorised Traffic Signs1 Providing 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 3 600 mm Circular | 5 | each | - | - |
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