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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₹64.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹65.1 L+₹1.2 L (1.83%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹67.3 L+₹3.4 L (5.29%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹71.5 L+₹7.5 L (11.8%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹72.2 L+₹8.3 L (12.9%)Rejected-Finance S U MANZIL SANTHWADI UPPALA | UPPALA | KASARAGOD | KERALA | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | UK MOHAMMED L3 | ABOOBACKER SIDDIK S U L5 | SHAMSHEER B.M L1 | MUHAMMED UNAISE L4 | MOHAMMED JAFFER SADHIK M A L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00road | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 3,417 | sqm | 12 ₹41,004 | 15.06 ₹51,460.02 | 11.75 ₹40,149.75 Lowest | 13.13 ₹44,865.21 | 11.96 ₹40,867.32 |
| 1.00 | OD273906/2024-2025:Construction of granular sub base by USING DEPARTMENTAL MATERIALS OBTAINED FROM SCARIFYING as graded material , spredading in uniform layers mixing by mix in place method with rotavator at OMCand compacting with vibratory roller to acheive the desire density , complete as per clause 401
Grading IV -For lower sub base -Mix in place method | 214.25 | cum | 113 ₹24,209.8 | 137.62 ₹29,484.53 | 107.36 ₹23,001.45 Lowest | 120.02 ₹25,713.8 | 109.33 ₹23,423.52 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 164.4 | cum | 42 ₹6,904.8 | 51.42 ₹8,453.45 | 40.11 ₹6,594.08 Lowest | 44.85 ₹7,373.34 | 40.85 ₹6,715.74 |
| 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) | 33.6 | cum | 7,380 ₹2,47,968 | 8,189.9 ₹2,75,180.64 | 7,011.57 ₹2,35,588.75 Lowest | 7,838.83 ₹2,63,384.69 | 7,140.1 ₹2,39,907.36 |
| 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. (ii) Using Gravel mix soil. | 218.57 | cum | 1,920 ₹4,19,662.08 | 2,130.43 ₹4,65,656.61 | 1,823.91 ₹3,98,659.3 Lowest | 2,039.11 ₹4,45,696.43 | 1,857.35 ₹4,05,968.42 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 649.23 | cum | 7,387 ₹47,95,862.01 | 7,748.23 ₹50,30,383.36 | 7,018.57 ₹45,56,666.2 Lowest | 7,846.65 ₹50,94,280.58 | 7,147.22 ₹46,40,189.64 |
| 1.01 | 5.2.1a:Tack Coat<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. | 1,170 | sqm | 11 ₹12,870 | 13.77 ₹16,110.9 | 10.74 ₹12,565.8 Lowest | 12.01 ₹14,051.7 | 10.94 ₹12,799.8 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 1,170 | sqm | 230 ₹2,69,100 | 278.96 ₹3,26,383.2 | 217.62 ₹2,54,615.4 Lowest | 243.29 ₹2,84,649.3 | 221.61 ₹2,59,283.7 |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 137.61 | cum | 44 ₹6,054.84 | 53.35 ₹7,341.49 | 41.62 ₹5,727.33 Lowest | 46.53 ₹6,402.99 | 42.38 ₹5,831.91 |
Tender Value
₹82.0 L
EMD Value
₹50,000
Closing Date
15 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
concrete road
2025_LSGD_773052_1
45/25-26
Open Tender
Civil Works - Roads
Item Wise
270 days
manjeshwaram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
20 Sept 2025
4 Jul 2025
17 Jul 2025
4 Jul 2025
15 Jul 2025
4 Jul 2025
Amount
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD273906/2024-2025:Construction of granular sub base by USING DEPARTMENTAL MATERIALS OBTAINED FROM SCARIFYING as graded material , spredading in uniform layers mixing by mix in place method with rotavator at OMCand compacting with vibratory roller to acheive the desire density , complete as per clause 401 Grading IV -For lower sub base -Mix in place method
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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)
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. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
5.2.1a:Tack Coat<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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
3.19.1.B:Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means
Drainage & Slab works
11.1.1.1: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 (i) Upto 3 m depth
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 I. P.C.C grade M 10 (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 II. P.C.C grade M 15 (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 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
NAME BOARD
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD273905/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
16.21:Engraving letters in hard stone
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
MOHAMMED JAFFER SADHIK M A (BID ID -2251198)
UK MOHAMMED (BID ID -2251138)
MUHAMMED UNAISE (BID ID -2250053)
ABOOBACKER SIDDIK S U (BID ID -2251741)
Bidder Name
UK MOHAMMED
SHAMSHEER B.M
MOHAMMED JAFFER SADHIK M A
ABOOBACKER SIDDIK S U
MUHAMMED UNAISE
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