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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₹38.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | JAYACHANDRAN.M.K. L1 | J NIZAR L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | OD462263/2024-2025:Scarifying existing bituminous surface to a depth of 150mm by mechanical means
and recompacting the aggregate received from scarifying with a three wheel 80-100 KN static roller | 1,300 | sqm | 7.8 ₹10,140 Lowest | 7.8 ₹10,140 Lowest |
| 1.00 | OD81260/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirements of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specifications Clause 301.5 (with power roller) | 14.4 | cum | 1,132.14 ₹16,302.82 Lowest | 1,132.14 ₹16,302.82 Lowest |
| 1.00 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 184.9 | cum | 2,484.07 ₹4,59,304.54 Lowest | 2,484.07 ₹4,59,304.54 Lowest |
| 1.00 | OD78802/2025-2026:Interlock concrete block pavement_ Providing and laying interlock block pavements having
thickness 80mm over 50mm crushed stone 6.7mm size as per drawing and technical
specification clause 1504 | 933 | cum | 1,120.17 ₹10,45,118.61 Lowest | 1,120.17 ₹10,45,118.61 Lowest |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 151.2 | cum | 3,750.64 ₹5,67,096.77 Lowest | 3,750.64 ₹5,67,096.77 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 1,008 | sqm | 80.37 ₹81,012.96 Lowest | 80.37 ₹81,012.96 Lowest |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,008 | sqm | 18.9 ₹19,051.2 Lowest | 18.9 ₹19,051.2 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 1,008 | sqm | 302.65 ₹3,05,071.2 Lowest | 302.65 ₹3,05,071.2 Lowest |
| 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) | 137.19 | cum | 9,186.73 ₹12,60,327.49 Lowest | 9,186.73 ₹12,60,327.49 Lowest |
Tender Value
₹38.1 L
EMD Value
₹50,000
Closing Date
23 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXICUTIVE ENGINEER
OFFICE OF ASSISTANT EXECUITIVE ENGINEER KAYAMKULAM MUNICIPALITY
LRRP20242025Kayamkulam LAC, SLNO 3490 VILLAGE OFFICE THOPPIL HOSPITAL ROAD IN WARD 34 of KAYAMKULAM MUNCIPALITY retender 3
2025_LSGD_810204_1
PW1-1333/25
Open Tender
Civil Works - Roads
Item Rate
180 days
KAYAMKULAM MUNICIPALITY
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
4 Nov 2025
15 Oct 2025
24 Oct 2025
15 Oct 2025
23 Oct 2025
15 Oct 2025
15 Oct 2025 - 23 Oct 2025
Amount
OD462263/2024-2025:Scarifying existing bituminous surface to a depth of 150mm by mechanical means and recompacting the aggregate received from scarifying with a three wheel 80-100 KN static roller
OD81260/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirements of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specifications Clause 301.5 (with power roller)
4.11.2: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. <br>(ii) Using Gravel mix soil.
OD78802/2025-2026:Interlock concrete block pavement_ Providing and laying interlock block pavements having thickness 80mm over 50mm crushed stone 6.7mm size as per drawing and technical specification clause 1504
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
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)
OD462640/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7years warranty manufactured as per IRC:67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting ,2mmthick/aluminium composite material sheeting 4mm thick with area not exceeding 0.90m2 ,with suitable back supporting frame of MS angle 40*40*6and supported on GI pipe hole 50mm NB-2nos conforming to IS 1239firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40cm*40cm*60cm ,60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc..(DERIVED FROM MORD 10.3.A.2)
Rising of Drain
OD465269/2024-2025:Man Mazdoor engaging in picking damaged covering slab including cleaning of drain.
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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
J NIZAR (BID ID -2405685)
Bidder Name
J NIZAR
JAYACHANDRAN.M.K.
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