Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC KOTTAPADI NO 4 | KOTTAYAM | KERALA | 686001 | ₹10.2 L | L1 | Accepted-AOC COUNCIL ACCEPTED |
| 2 | L2₹10.2 LRejected-Finance | ₹10.2 L | L2 | Rejected-Finance COUNCIL REJECTED |
| Sl No | Description | Qty | Unit | DILEEP KUMAR K V L2 | PUSHPAKARAN L1 |
|---|---|---|---|---|---|
| 1.00CROSS DRAIN & SIDE DRAIN | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 64.5 | cum | 375 ₹24,187.50 | 468.44 ₹30,214.38 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 8.16 | cum | 400 ₹3,264 | 430.46 ₹3,512.55 |
| 1.00 | OD354773/2025-2026:Conveyance of excavated earth up to 5 km by lorry as per the directions of departmental
engineer at site | 5.71 | cum | 600 ₹3,427.20 | 180.58 ₹1,031.47 |
| 1.00 | OD351372/2025-2026:( Ref.Spec.11.4.1.1 )Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.04 | cum | 8,800 ₹17,952 | 8,438.88 ₹17,215.32 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 50.82 | cum | 8,800 ₹4.5 L | 8,576.93 ₹4.4 L |
| 1.01 | 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) | 0.78 | cum | 8,800 ₹6,820 | 8,956.38 ₹6,941.19 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 4.51 | cum | 8,800 ₹39,723.20 | 9,639.86 ₹43,514.33 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.5 | tonne | 95,000 ₹47,215 | 97,926.37 ₹48,669.41 |
| 1.01 | OD354769/2025-2026:Engaging man coolies for lifting and laying existing slabs | 11 | each | 1,000 ₹11,000 | 1,099.17 ₹12,090.87 |
Tender Value
₹10.5 L
EMD Value
₹26,141
Closing Date
31 Oct 2025, 2:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT EXECUTIVE ENGINEER
AMRUT AMRUT 1 0 GURUVAYUR ZONE ERANGATHAYIL COLONY ROAD RESTORATION WORK WARD 13 GURUVAYUR MUNICIPALITY
2025_LSGD_814452_3
Etdr -58/2025-26
Open Tender
Civil Works - Roads
240 days
GURUVAYUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹26,141
17 Dec 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
31 Oct 2025
25 Oct 2025
Amount
CROSS DRAIN & SIDE DRAIN
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD354773/2025-2026:Conveyance of excavated earth up to 5 km by lorry as per the directions of departmental engineer at site
OD351372/2025-2026:( Ref.Spec.11.4.1.1 )Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD354769/2025-2026:Engaging man coolies for lifting and laying existing slabs
RETARRING
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
side concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD364356/2025-2026:Conveyance of excavated earth up to 5 km by lorry as per the directions of departmental engineer at site
OD364177/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD358563/2025-2026: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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)
DILEEP KUMAR K V (BID ID -2419989)
Bidder Name
PUSHPAKARAN
DILEEP KUMAR K V
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1362477.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 • 2.66 MB
BOQ_1362477.xls
BOQ • 0.31 MB
SBD.pdf
Tender Documents • 1.82 MB
PRELIAGREE.pdf
Tender Documents • 0.26 MB
EPAY.pdf
Tender Documents • 0.23 MB
AFFI.pdf
Tender Documents • 0.24 MB
FOT.pdf
Tender Documents • 0.27 MB
INTEGRITY.pdf
Tender Documents • 0.23 MB
Download all tender documents and submit your bid