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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Fee/PreQual/Technical/Finance | ₹1.8 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.8 CrAdmitted-Fee/PreQual/Technical/Finance | ₹1.8 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s Rolling Stone Enterprise L1 | M/S J.D. ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00SH: RLR | |||||
| 2.00 | Scarifying Existing Granular Surface to a Depth of 50mm by manual mean ( Scarifying the existing granular road surface to a depth of 50mm andd disposal of scarified materials within all lifts and leads upto 1000 meters) | 6,776 | Sqm | 42 ₹2,84,592 Lowest | 43 ₹2,91,368 |
| 3.00 | Earth work in excavation in 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
I) Ordunary soil
Manual means | 5,420.8 | Cum | 482 ₹26,12,825.6 | 481 ₹26,07,404.8 Lowest |
| 4.00 | 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. | 6,776 | Sqm | 124 ₹8,40,224 | 122 ₹8,26,672 Lowest |
| 5.00 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. | 6,776 | Sqm | 6 ₹40,656 Lowest | 7 ₹47,432 |
| 6.00 | Granular Sub-base with close graded Material (Table-400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in unknown layers with motor grader on desired density, complete as per clause 401)
i) for grading-I Material | 4,065.6 | Cum | 1,790 ₹72,77,424 | 1,788 ₹72,69,292.8 Lowest |
| 7.00 | Construction of Subgrade and Earthen shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 616 | Cum | 390 ₹2,40,240 Lowest | 391 ₹2,40,856 |
| 8.00SH: Box Cluvert | |||||
| 9.00 | 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.)
(i) Ordinary soil
(A) Manual Means - Upto 3 m depth | 159.68 | Cum | 490 ₹78,243.2 Lowest | 500 ₹79,840 |
| 10.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) RCC Grade M15 | 22.56 | Cum | 9,355 ₹2,11,048.8 Lowest | 9,400 ₹2,12,064 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
8 Apr 2026, 12:00 pmClosed
Executive Engineer
O/o the EE (UD), Deptt. of Urban Affairs, Pasighat Division, Pasighat
Const. of RLR with Box Culvert at Gomsi Archaeological Site at Rani village, East Siang District
2026_APUDH_3356_1
UDH-12011(11)/171/2026
Open Tender
Civil Works
Item Rate
365 days
Pasighat
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE (UD) Pasighat
₹1.8 L
16 Apr 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SH: RLR | - | - | - | - |
| 2 | Scarifying Existing Granular Surface to a Depth of 50mm by manual mean ( Scarifying the existing granular road surface to a depth of 50mm andd disposal of scarified materials within all lifts and leads upto 1000 meters) | - | Sqm | - | - |
| 3 | Earth work in excavation in 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
I) Ordunary soil
Manual means | - | Cum | - | - |
| 4 | 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. | - | Sqm | - | - |
| 5 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. | - | Sqm | - | - |
| 6 | Granular Sub-base with close graded Material (Table-400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in unknown layers with motor grader on desired density, complete as per clause 401)
i) for grading-I Material | - | Cum | - | - |
| 7 | Construction of Subgrade and Earthen shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | - | Cum | - | - |
| 8 | SH: Box Cluvert | - | - | - | - |
| 9 | 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.)
(i) Ordinary soil
(A) Manual Means - Upto 3 m depth | - | Cum | - | - |
| 10 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (A) RCC Grade M15 | - | Cum | - | - |
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