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| Sl No | Description | Qty | Unit | M.hassan L2 | Suresh L1 |
|---|---|---|---|---|---|
| 1.00Road maintanance | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 416.38 | sqm | 337 ₹1,40,320.06 | 312.91 ₹1,30,289.47 Lowest |
| 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. | 3,208.5 | sqm | 17 ₹54,544.5 | 15.79 ₹50,662.22 Lowest |
| 1.00 | 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) | 3,208.5 | sqm | 311 ₹9,97,843.5 | 289.21 ₹9,27,930.29 Lowest |
| 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 | 33.15 | cum | 475 ₹15,746.25 | 441.5 ₹14,635.73 Lowest |
| 1.00 | OD387616/2025-2026:Providing Plain cement concrete for road work exclusive of form work cc 1:2:4(1 cement: 2
fine
aggregate: 4 course aggregate)laid to required slope and camber in panels (@3m c/c)as required
including compaction using needle vibrator ,finishing and tamping etc.compiete.Max.size of
course
aggregate not exceeding 25mm,mixed in concrete mixer, etc.complete as per
specification.Nominal mix cc1:2:4 | 33.15 | cum | 9,904 ₹3,28,317.6 | 9,195.9 ₹3,04,844.09 Lowest |
| 1.01 | OD390967/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm 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 spec 10.3.A.2) | 0.9 | 1 sqm | 14,659 ₹13,193.1 | 13,611.11 ₹12,250 Lowest |
Tender Value
₹14.4 L
EMD Value
₹36,015
Closing Date
7 Feb 2026, 5:00 pmClosed
AE,LSGD.KANJOOR GP
AE,LSGD.KANJOOR GP
CMLRRP-CMLRRP 2.0-Aluva LAC-Sl no.4110-Palli Arankavu Road maintanance in Kanjoor grama Panchayath,Ernakulam District--Kanjoor gp-General Civil Work
2026_LSGD_828281_2
42/AE/LSGD/KNJR/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
kanjoor gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹36,015
8 Jul 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintanance | |||||
| 1.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 1 | sqm | - | - |
| 1.002 | 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. | - | sqm | - | - |
| 1.003 | 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) | - | sqm | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | OD387616/2025-2026:Providing Plain cement concrete for road work exclusive of form work cc 1:2:4(1 cement: 2
fine
aggregate: 4 course aggregate)laid to required slope and camber in panels (@3m c/c)as required
including compaction using needle vibrator ,finishing and tamping etc.compiete.Max.size of
course
aggregate not exceeding 25mm,mixed in concrete mixer, etc.complete as per
specification.Nominal mix cc1:2:4 | 1 | cum | - | - |
| 1.006 | OD390967/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm 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 spec 10.3.A.2) | - | 1 sqm | - | - |
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