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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹1.3 L (0.45%)Admitted-Finance | ₹2.9 Cr+₹1.3 L (0.45%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s R.R.R. Enterprise L2 | M/s B. J 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) | 26,242.22 | Cum | 310 ₹81,35,088.2 | 305 ₹80,03,877.1 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 ) | 13,573.56 | Cum | 410 ₹55,65,159.6 Lowest | 410 ₹55,65,159.6 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. | 5,429.42 | Cum | 770 ₹41,80,653.4 Lowest | 770 ₹41,80,653.4 Lowest |
| 2.00(SH:Slab Culvert-1.5 mtr span) | |||||
| 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.) | |||||
| 2.02 | I.Ordinary soil Manual Means | 168.4 | Cum | 260 ₹43,784 Lowest | 260 ₹43,784 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.) | 54.74 | Cum | 12,542 ₹6,86,549.08 Lowest | 12,542 ₹6,86,549.08 Lowest |
| 2.04 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (Coursed rubble masonry (first sort ) | 96.45 | Cum | 11,263 ₹10,86,316.35 Lowest | 11,263 ₹10,86,316.35 Lowest |
| 3.00Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications | |||||
Tender Value
Refer Docs
EMD Value
₹3.0 L
Closing Date
23 Mar 2026, 12:00 pmClosed
Executive Engineer
O/o EE PWD Daporijo Division.
Road and bridges
2026_PWDAP_3105_1
DD/NIT/RE/2025-26/28
Open Tender
Civil Works – Roads
Item Rate
365 days
Nilling
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
EE PWD Daporijo Division
₹3.0 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) | 26,242.22 | 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 ) | 13,573.56 | 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. | 5,429.42 | Cum | - | - |
| 2(SH:Slab Culvert-1.5 mtr span) | |||||
| 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.) | - | - | - | - |
| 2.02 | I.Ordinary soil Manual Means | 168.4 | 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.) | 54.74 | Cum | - | - |
| 2.04 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (Coursed rubble masonry (first sort ) | 96.45 | Cum | - | - |
| 3Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications | |||||
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