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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.0 CrAccepted-AOC NILKANT COLONY TRILOK NAGAR HALDWANI NAINITAL UTTARAKHAND 263139 | HALDWANI | NAINITAL | UTTARAKHAND | 263139 | ₹2.0 Cr | L-1 | Accepted-AOC Being L-1 Bidder |
| 2 | L-2₹2.5 Cr+₹47.8 L (23.7%)Rejected-AOC JAKHANADEVI DISTRICT ALMORA UTTARAKHAND | ₹2.5 Cr+₹47.8 L (23.7%) | L-2 | Rejected-AOC Higher Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified As per Attachment |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified As Per Attachment |
| Sl No | Description | Qty | Unit | Shivraj Banola L2 | M/S PRINCE CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm,width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications | 47 | No. | 69.1 ₹3,247.7 | 50 ₹2,350 Lowest |
| 2.00 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications | 5 | No. | 288 ₹1,440 | 150 ₹750 Lowest |
| 3.00 | Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications | 5 | No. | 696.8 ₹3,484 | 400 ₹2,000 Lowest |
| 4.00 | Excavation in Hilly Areas by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m. Total Road Length 3.00 KM and Width 5.20 M Including cutting Extra on curve, Passing Places | 1 | Job | 64,67,435 ₹64,67,435 | 51,00,000 ₹51,00,000 Lowest |
| 5.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 24,839.28 | Cum | 50.5 ₹12,54,383.64 | 40 ₹9,93,571.2 Lowest |
| 6.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-1 GI wire 10 gauge BWG | 216 | Cum | 1,804.14 ₹3,89,694.24 | 1,500 ₹3,24,000 Lowest |
| 7.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 2,107.03 | Cum | 415.49 ₹8,75,449.89 | 250 ₹5,26,757.5 Lowest |
| 8.00 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specs. Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6. | 99.72 | Cum | 6,393 ₹6,37,509.96 | 5,500 ₹5,48,460 Lowest |
| 9.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5) | 542.88 | Cum | 4,998.46 ₹27,13,563.96 | 3,900 ₹21,17,232 Lowest |
| 10.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specs) | 334.08 | Cum | 1,032.12 ₹3,44,810.65 | 550 ₹1,83,744 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
9 Feb 2026, 6:00 pmClosed
SUPERINTENDING ENGINEER, R.W.D CIRCLE NAINITAL
OFFICE OF SUPERINTENDING ENGINEER, R.W.D CIRCLE NAINITAL (BHIMTAL)
Construction of rural motor road from Km 7.00 of Garudabaj Bamanswal motor road to village Bhaina in block Dhauladevi of Almora district (K.M-3.00)
2026_RES_90686_2
1354/RWD/2-Lekha/Nivida-6/ Dated 06-01-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
GARUDABAJ BAMANSWAL
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
0515008000100 (EE RWD ALMORA)
₹5.2 L
BHIMTAL
25 Mar 2026
8 Jan 2026
10 Feb 2026
8 Jan 2026
9 Feb 2026
23 Jan 2026
9 Jan 2026 - 20 Jan 2026
21 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm,width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications | 47 | No. | 69.1 | ₹3,247.7 |
| 2 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications | 5 | No. | 288 | ₹1,440 |
| 3 | Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications | 5 | No. | 696.8 | ₹3,484 |
| 4 | Excavation in Hilly Areas by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m. Total Road Length 3.00 KM and Width 5.20 M Including cutting Extra on curve, Passing Places | 1 | Job | 68,00,668.03 | ₹68,00,668.03 |
| 5 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 24,839.28 | Cum | 53.1 | ₹13,18,965.77 |
| 6 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-1 GI wire 10 gauge BWG | 216 | Cum | 1,897.1 | ₹4,09,773.6 |
| 7 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 2,107.03 | Cum | 436.9 | ₹9,20,561.41 |
| 8 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specs. Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6. | 99.72 | Cum | 6,722.4 | ₹6,70,357.73 |
| 9 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5) | 542.88 | Cum | 5,256 | ₹28,53,377.28 |
| 10 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specs) | 334.08 | Cum | 1,085.3 | ₹3,62,577.02 |
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