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Tender ID
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₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.5 L+₹76,455.74 (11.4%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HARIS T L1 | SHANAVAS NT L2 |
|---|---|---|---|---|---|
| 1.00Road Re Tarring | |||||
| 1.00 | 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 | 24 | cum | 409.99 ₹9,839.76 Lowest | 450 ₹10,800 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 201.24 | sqm | 452.63 ₹91,087.26 Lowest | 510 ₹1,02,632.4 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 810 | sqm | 23.83 ₹19,302.3 Lowest | 50 ₹40,500 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 810 | sqm | 351.3 ₹2,84,553 Lowest | 400 ₹3,24,000 |
| 1.00 | 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) | 29.88 | cum | 8,881.52 ₹2,65,379.82 Lowest | 8,990 ₹2,68,621.2 |
| 1.01 | OD223297/2026-2027:MORD:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported
on
GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with
M-15 grade cement concrete 300 mm x 300 mm x 600 mm, 600 mm below ground level as per
drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | 1 | each | 3,035.72 ₹3,035.72 Lowest | 3,100 ₹3,100 |
Tender Value
₹6.8 L
EMD Value
₹16,915
Closing Date
10 Nov 2026, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
MANANTHAVADY MUNICIPALITY
Mananthavady Municipality Pro no 197 26 Maithri Nagar Chettapalam Road Re Tarring Concrete
2026_LSGD_883837_38
TN.03/2026-27
Open Tender
Civil Works - Roads
Item Rate
MANANTHAVADY
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,495
Yes
₹16,915
Yes
11 Nov 2026
2 Nov 2026
10 Nov 2026
2 Nov 2026
10 Nov 2026
2 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Re Tarring | |||||
| 1.001 | 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 | 24 | cum | - | - |
| 1.002 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 201.24 | sqm | - | - |
| 1.003 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 810 | sqm | - | - |
| 1.004 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 810 | sqm | - | - |
| 1.005 | 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) | 29.88 | cum | - | - |
| 1.006 | OD223297/2026-2027:MORD:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported
on
GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with
M-15 grade cement concrete 300 mm x 300 mm x 600 mm, 600 mm below ground level as per
drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | 1 | each | - | - |
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