Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.5 LAccepted-AOC | ₹36.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹37.0 LRejected-AOC | ₹37.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | REGHU C L1 | SACHU U L2 |
|---|---|---|---|---|---|
| 1.00Bridge foundation and slab | |||||
| 1.00 | 2.5.1.C:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (C) Reinforced Cement Concrete | 2.25 | cum | 3,472.64 ₹7,813.44 | 3,520.99 ₹7,922.23 |
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.02 | Hectare | 45,266.86 ₹1,086.40 | 45,897 ₹1,101.53 |
| 1.00 | OD26689/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete.(Modified from DAR 60.1.2) | 12 | metre | 639.36 ₹7,672.32 | 648.25 ₹7,779 |
| 1.00 | OD26693/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
complete(Midified from DAR 60.2.2) | 120 | hour | 456.19 ₹54,742.80 | 462.55 ₹55,506 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 15.52 | tonne | 96,546.42 ₹15.0 L | 97,890.45 ₹15.2 L |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 9.6 | cum | 424.38 ₹4,074.05 | 430.3 ₹4,130.88 |
| 1.01 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 7.47 | cum | 9,673.53 ₹72,232.25 | 9,808.2 ₹73,237.83 |
| 1.01 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 75.12 | cum | 10,565.85 ₹7.9 L | 10,712.94 ₹8.0 L |
| 1.01 | 12.5.1.2:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I.P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) | 38.22 | cum | 9,324.23 ₹3.6 L | 9,454 ₹3.6 L |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
12 Jan 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Vizhinjam Zonal
Proj No 2074/26-Bridge Construction for Gangayarthodu in Kottappuram ward
2025_LSGD_822917_2
01/AEE5/LID AND EW TMC 2025-26(10))
Open Tender
Civil Works - Bridges
300 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
31 Jan 2026
3 Jan 2026
14 Jan 2026
3 Jan 2026
12 Jan 2026
3 Jan 2026
Amount
Bridge foundation and slab
2.5.1.C:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (C) Reinforced Cement Concrete
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
OD26689/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.(Modified from DAR 60.1.2)
OD26693/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete(Midified from DAR 60.2.2)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25
12.5.1.2:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I.P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
10.3.A.3:Direction and Place Identification signs upto 0.9 sqm size board A. Retro-reflectorised Traffic Signs (iii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
3.4:Construction of Embankment with Material Obtained from Borrow Pits 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
OD26749/2025-2026:800 mm dia piles Details of cost for 15 m length of pile
OD26760/2025-2026:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately. Providing M-35 grade concrete instead of M-25 grade BMC/RMC. (Note: Cement content considered in M-35 is @ 350 Kg/cum). Details of cost for 1 cum ( Modified frrom 5.34.2 )
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
SACHU U (BID ID -2455912)
Bidder Name
REGHU C
SACHU U
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1383979.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
viewnit.pdf
Other Document • 0.03 MB
BOQ_1383979.xls
BOQ • 0.31 MB
pre.pdf
Tender Documents • 0.25 MB
inte.pdf
Tender Documents • 0.23 MB
viewsbd.pdf
Tender Documents • 2.22 MB
epay.pdf
Tender Documents • 0.23 MB
form.pdf
Tender Documents • 0.25 MB
affi.pdf
Tender Documents • 0.24 MB
Download all tender documents and submit your bid