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| Sl No | Description | Qty | Unit | SAJI M M L2 | VINOD T N L1 |
|---|---|---|---|---|---|
| 1.00Road Construction | |||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 13 | cum | 950 ₹12,350 | 941 ₹12,233 Lowest |
| 1.00 | OD164095/2026-2027:Dowel bars-Supplying and providing M. S Dowel bar of size 12mm dia 0.60m long including drilling holes of 16mm dia to a depth of 0.30m in rock and filling the gap with cement grout etc complete | 18 | each | 350 ₹6,300 | 340 ₹6,120 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.54 | tonne | 1,00,500 ₹54,270 | 1,00,437 ₹54,235.98 Lowest |
| 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<br> IV. R.C.C grade M 20 | 18.87 | cum | 10,000 ₹1,88,700 | 9,887 ₹1,86,567.69 Lowest |
| 1.00 | OD156897/2026-2027:PVC WEEP HOLES Providing weep holes using 75mm dia PVC pipe working pressure 4 Kg/Sqm including cost of material, convayence , labour charges etc. complete | 7 | metre | 120 ₹840 | 117 ₹819 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) | 26.94 | cum | 9,300 ₹2,50,504.8 | 9,186 ₹2,47,434.1 Lowest |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 127.5 | sqm | 30 ₹3,825 | 16 ₹2,040 Lowest |
| 1.01 | OD148316/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40
including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and
levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.;
complete. Data from MoRTH 55.22 | 152.7 | sqm | 1,300 ₹1,98,510 | 1,206 ₹1,84,156.2 Lowest |
| 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) | 3.08 | cum | 9,600 ₹29,596.8 | 9,563 ₹29,482.73 Lowest |
Tender Value
₹7.2 L
EMD Value
₹18,080
Closing Date
24 Sept 2026, 2:30 pmClosed
AE
Office of the Assistant Engineer, LIDEW Section, Poonjar South
246/2026-27 Maintenance of Kadaladimattam Riverview Road Kunnonni Thakidi Road and Kulathunkal Vettikulathupara Road in Ward-12 of Poonjar Thekkekara GP Amount-8,53,572
2026_LSGD_870192_22
02/2026-27/LIDEW/PNJRS
Open Tender
Civil Works - Roads
Item Rate
365 days
Office of the Assistant Engineer, LIDEW Section, P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,595
₹18,080
14 Oct 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Construction | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 13 | cum | - | - |
| 1.002 | OD164095/2026-2027:Dowel bars-Supplying and providing M. S Dowel bar of size 12mm dia 0.60m long including drilling holes of 16mm dia to a depth of 0.30m in rock and filling the gap with cement grout etc complete | 18 | each | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.54 | tonne | - | - |
| 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<br> IV. R.C.C grade M 20 | 18.87 | cum | - | - |
| 1.005 | OD156897/2026-2027:PVC WEEP HOLES Providing weep holes using 75mm dia PVC pipe working pressure 4 Kg/Sqm including cost of material, convayence , labour charges etc. complete | 7 | metre | - | - |
| 1.006 | 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) | 26.94 | cum | - | - |
| 1.007 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 127.5 | sqm | - | - |
| 1.008 | OD148316/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40
including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and
levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.;
complete. Data from MoRTH 55.22 | 152.7 | sqm | - | - |
| 1.009 | 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) | 3.08 | cum | - | - |
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