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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 CrAccepted-Finance | ₹7.0 Cr | L1 | Accepted-Finance all ok |
| 2 | L2₹7.0 Cr+₹6,469.82 (<0.01%)Accepted-Finance | ₹7.0 Cr+₹6,469.82 (<0.01%) | L2 | Accepted-Finance all ok |
| Sl No | Description | Qty | Unit | M/S L R ENTERPRISES L2 | M/S BSL ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00(SH:- Pavement) (SSH:- Formation Cutting :-Chainage 0.000 Km to 0.430 Km) | |||||
| 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) | 3,378.41 | cum | 255 ₹8,61,494.55 Lowest | 255 ₹8,61,494.55 Lowest |
| 1.02 | Depositing of excavated earth on the barren valley side. Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side. | 1,689.2 | cum | 130 ₹-2,19,596 Lowest | 130 ₹-2,19,596 Lowest |
| 1.03 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in 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 ) | 465.48 | cum | 373 ₹1,73,624.04 Lowest | 373 ₹1,73,624.04 Lowest |
| 1.04 | Disposal of excavated earth on the barren valley side. Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. | 232.73 | cum | 207 ₹-48,175.11 Lowest | 207 ₹-48,175.11 Lowest |
| 1.05 | Excavation in Hard Rock (blasting prohibited) 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 lines, grades and cross sections. | 204.1 | cum | 2,019 ₹4,12,077.9 Lowest | 2,019 ₹4,12,077.9 Lowest |
| 1.06 | A) Manual Method Haulage of materials by tipper exluding the cost of loading and unloading on hill roads [lead=5.00 Km] | 5,461.93 | cum | 66.5 ₹3,63,218.35 Lowest | 66.5 ₹3,63,218.35 Lowest |
| 2.00SH: (Pavement) (SSH: Non Bituminous Course Length :- 0.430 Km) | |||||
| 2.01 | Preparation of sub grade
Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. | 2,601.5 | sqm | 135 ₹3,51,202.5 Lowest | 135 ₹3,51,202.5 Lowest |
| 2.02 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. For grading-I | 260.15 | cum | 3,476 ₹9,04,281.4 Lowest | 3,476 ₹9,04,281.4 Lowest |
Tender Value
₹7.0 Cr
EMD Value
₹7.0 L
Closing Date
23 Mar 2026, 11:00 amClosed
EE, Bomdila Division, PWD, AP, Bomdila
O/o EE, Bomdila Division, PWD, AP, Bomdila
Construction and strengthening of Road to Helipad Bomdila, West Kameng District.
2026_PWDAP_3122_1
BDL/TNA-24/BSD-14/2025-26/21
Open Tender
Civil Works – Roads
Item Rate
Bomdila
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
EE PWD Bomdila
₹7.0 L
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1(SH:- Pavement) (SSH:- Formation Cutting :-Chainage 0.000 Km to 0.430 Km) | |||||
| 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) | 3,378.41 | cum | 1.25 | ₹4,223.01 |
| 1.02 | Depositing of excavated earth on the barren valley side. Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side. | 1,689.2 | cum | - | - |
| 1.03 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in 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 ) | 465.48 | cum | 100 | ₹46,548 |
| 1.04 | Disposal of excavated earth on the barren valley side. Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. | 232.73 | cum | 53 | ₹12,334.69 |
| 1.05 | Excavation in Hard Rock (blasting prohibited) 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 lines, grades and cross sections. | 204.1 | cum | 10 | ₹2,041 |
| 1.06 | A) Manual Method Haulage of materials by tipper exluding the cost of loading and unloading on hill roads [lead=5.00 Km] | 5,461.93 | cum | 11 | ₹60,081.23 |
| 2SH: (Pavement) (SSH: Non Bituminous Course Length :- 0.430 Km) | |||||
| 2.01 | Preparation of sub grade
Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. | 2,601.5 | sqm | 10 | ₹26,015 |
| 2.02 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. For grading-I | 260.15 | cum | 22 | ₹5,723.3 |
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