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| Sl No | Description | Qty | Unit | VINOD P L2 | BINU .D L1 |
|---|---|---|---|---|---|
| 1.00Road Concrete and Drain | |||||
| 1.00 | 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 | 6.5 | cum | 1,035.07 ₹6,727.96 | 941.83 ₹6,121.9 Lowest |
| 1.00 | OD484485/2025-2026:DR PACKING Under Foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc.complete as per direction of departmental officers at site | 9.75 | cum | 3,406.9 ₹33,217.28 | 3,100 ₹30,225 Lowest |
| 1.00 | OD483958/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.95 | cum | 9,512.14 ₹18,548.67 | 8,655.27 ₹16,877.78 Lowest |
| 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) | 4.55 | cum | 9,667.75 ₹43,988.26 | 8,796.86 ₹40,025.71 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) | 0.33 | cum | 10,096.22 ₹3,281.27 | 9,186.73 ₹2,985.69 Lowest |
| 1.01 | 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 | 1.95 | cum | 10,865.86 ₹21,188.43 | 9,887.04 ₹19,279.73 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.15 | tonne | 1,10,380.6 ₹16,115.57 | 1,00,437.31 ₹14,663.85 Lowest |
| 1.01 | OD484607/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layer and not exceeding 20
cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and
lift up to 1.50 m as per the directions of engineer in charge | 22.1 | cum | 576.46 ₹12,739.77 | 524.53 ₹11,592.11 Lowest |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 36.42 | cum | 3,668.33 ₹1,33,600.58 | 3,337.88 ₹1,21,565.59 Lowest |
Tender Value
₹8.8 L
EMD Value
₹22,092
Closing Date
10 Mar 2026, 5:00 pmClosed
Assistant Engineer
Alappad GP
Proj. No. 254/26, Construstion of Road from Karimuttath Purayidam to TS Canal
2026_LSGD_841611_2
5/AE/LSGD/ALP/2025
Open Tender
Civil Works - Roads
Item Rate
Alappad GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,950
Yes
₹22,092
Yes
2 Jul 2026
28 Feb 2026
12 Mar 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete and Drain | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD484485/2025-2026:DR PACKING Under Foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc.complete as per direction of departmental officers at site | - | cum | - | - |
| 1.003 | OD483958/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | OD484607/2025-2026:Filling with contractors own earth (excluding rock) in open areas in layer and not exceeding 20
cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 m and
lift up to 1.50 m as per the directions of engineer in charge | - | cum | - | - |
| 1.009 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
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