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| Sl No | Description | Qty | Unit | BIJU V P L2 | SALIM V M L1 | K M ALI L3 |
|---|---|---|---|---|---|---|
| 1.00LAYING OF INTERLOCKING TILES AND DRAIN MAINTENANCES | ||||||
| 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 | 5.52 | cum | 441.5 ₹2,437.08 | 441.5 ₹2,437.08 | 432.23 ₹2,385.91 Lowest |
| 1.00 | 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) | 3.26 | cum | 8,500 ₹27,684.5 Lowest | 8,800 ₹28,661.6 | 8,993.81 ₹29,292.84 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.14 | cum | 8,600 ₹35,604 | 8,400 ₹34,776 Lowest | 8,612.13 ₹35,654.22 |
| 1.00 | 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 | 0.23 | cum | 9,500 ₹2,137.5 Lowest | 9,887.04 ₹2,224.58 | 9,679.41 ₹2,177.87 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 1,00,437.31 ₹2,310.06 | 1,00,437.31 ₹2,310.06 | 98,328.13 ₹2,261.55 Lowest |
| 1.01 | 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. | 289.8 | sqm | 16.01 ₹4,639.7 | 15 ₹4,347 Lowest | 15.67 ₹4,541.17 |
| 1.01 | OD7739/2026-2027:Providing and laying of interlocking Concrete block pavements using 80mm M40 hydraulic
blocks of approved size ,design &shape ,laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the
direction of Engineer -in -charge | 299.93 | 1 sqm | 1,075 ₹3,22,419.38 | 1,070 ₹3,20,919.75 Lowest | 1,135.96 ₹3,40,702.8 |
| 1.01 | OD7787/2026-2027:Engaging mancoolies | 2 | Day | 1,127.21 ₹2,254.42 | 1,127.36 ₹2,254.72 | 1,105 ₹2,210 Lowest |
Tender Value
₹4.3 L
EMD Value
₹10,705
Closing Date
22 Jun 2026, 3:00 pmClosed
AE ALUVA MUNICIPALITY
Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY
WARD 8 - INTERLOCK TILE LAYING AND DRAIN RENOVATION AT KODAR LANE WUTHIN THE JURISDICTION OF ALUVA MUNICIPALITY 40/2026-27
2026_LSGD_855446_1
01/40/2026/AE/LID EWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
180 days
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹945
Yes
₹10,705
Yes
5 Aug 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1LAYING OF INTERLOCKING TILES AND DRAIN MAINTENANCES | |||||
| 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 | 1 | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 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. | - | sqm | - | - |
| 1.007 | OD7739/2026-2027:Providing and laying of interlocking Concrete block pavements using 80mm M40 hydraulic
blocks of approved size ,design &shape ,laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the
direction of Engineer -in -charge | - | 1 sqm | - | - |
| 1.008 | OD7787/2026-2027:Engaging mancoolies | - | Day | - | - |
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