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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹2.4 L (1.23%)Admitted-Finance | ₹2.0 Cr+₹2.4 L (1.23%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S YOLU ENTERPRISES L2 | M/S TOLI ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00SH:Formation Cutting | |||||
| 1.01 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | 8,827.25 | Cum | 285 ₹25,15,766.25 | 270 ₹23,83,357.5 Lowest |
| 1.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 1,765.45 | Cum | 380 ₹6,70,871 Lowest | 380 ₹6,70,871 Lowest |
| 1.03 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of of lines,grades and cross sections. | 7,061.8 | Cum | 730 ₹51,55,114 | 715 ₹50,49,187 Lowest |
| 2.00(SH:PCC Drain) | |||||
| 2.01Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil | |||||
| 2.02 | (A)Manual Means(i)upto 3 m depth | 720 | Cum | 180 ₹1,29,600 Lowest | 180 ₹1,29,600 Lowest |
| 2.03 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 207.6 | Cum | 10,578 ₹21,95,992.8 Lowest | 10,578 ₹21,95,992.8 Lowest |
| 2.04 | Pastering with cement motor 1:6 (1: cement : 6fine sand) | 888 | Sqm | 160 ₹1,42,080 Lowest | 160 ₹1,42,080 Lowest |
| 3.00(SH:RCC Retaining Wall) | |||||
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
23 Mar 2026, 12:00 pmClosed
Executive Engineer
EE PWD Daporijo Division
Construction of road
2026_PWDAP_3108_1
DD/NIT/RE/2025-26/31
Open Tender
Civil Works – Roads
Item Rate
180 days
Daporijo
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
EE PWD Daporijo Division
₹2.0 L
Daporijo
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH:Formation Cutting | |||||
| 1.01 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | 8,827.25 | Cum | - | - |
| 1.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 1,765.45 | Cum | - | - |
| 1.03 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of of lines,grades and cross sections. | 7,061.8 | Cum | - | - |
| 2(SH:PCC Drain) | |||||
| 2.01 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with
approved material.)Ordinary soil | - | - | - | - |
| 2.02 | (A)Manual Means(i)upto 3 m depth | 720 | Cum | - | - |
| 2.03 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 207.6 | Cum | - | - |
| 2.04 | Pastering with cement motor 1:6 (1: cement : 6fine sand) | 888 | Sqm | - | - |
| 3(SH:RCC Retaining Wall) | |||||
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