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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹3.5 Cr+₹6.5 L (1.90%)Rejected-Finance NILKANT COLONY TRILOK NAGAR HALDWANI NAINITAL UTTARAKHAND 263139 | HALDWANI | NAINITAL | UTTARAKHAND | 263139 | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.6 Cr+₹15.1 L (4.40%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.7 Cr+₹26.9 L (7.85%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical Not addmitted |
| Sl No | Description | Qty | Unit | m/s sher singh mehra contractor L1 | HEMANT KUMAR RAI L3 | M/S PRINCE CONSTRUCTION L2 | N D JOSHI AND SONS L4 |
|---|---|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||||
| 1.00K.C. type drain | |||||||
| 1.01 | 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 | 122.5 | Cum. | 350 ₹42,875 | 348.35 ₹42,672.88 | 150 ₹18,375 Lowest | 348.37 ₹42,675.32 |
| 1.02 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 | 70 | Cum. | 6,136 ₹4,29,520 | 6,133.4 ₹4,29,338 | 5,100 ₹3,57,000 Lowest | 6,134.06 ₹4,29,384.2 |
| 1.03 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawing sand techn ical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 120 | Cum. | 6,796 ₹8,15,520 | 6,794.2 ₹8,15,304 | 5,500 ₹6,60,000 Lowest | 6,794.93 ₹8,15,391.6 |
| 2.002 meter span culvert | |||||||
| 2.01 | 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 | 686.12 | Cum. | 350 ₹2,40,142 | 348.35 ₹2,39,009.9 | 150 ₹1,02,918 Lowest | 348.37 ₹2,39,023.62 |
| 2.02 | Random Rubble Stone Masonry laid in1:6 cement and sand mortar, in breast walls , retaining walls , parapets , scuppers, etc. including supply of allmaterial, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 59.08 | Cum. | 3,373 ₹1,99,276.84 | 3,767.35 ₹2,22,575.04 | 3,050 ₹1,80,194 Lowest | 3,371.15 ₹1,99,167.54 |
| 2.03 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 | 45.06 | Cum. | 6,136 ₹2,76,488.16 | 6,133.4 ₹2,76,371 | 5,100 ₹2,29,806 Lowest | 6,134.06 ₹2,76,400.74 |
| 2.04 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 138.46 | Cum. | 4,322 ₹5,98,424.12 | 4,828.5 ₹6,68,554.11 | 3,100 ₹4,29,226 Lowest | 4,320.71 ₹5,98,245.51 |
Tender Value
Refer Docs
EMD Value
₹10.3 L
Closing Date
15 Jun 2026, 5:00 pmClosed
Superintending Engineer
Superintending Engineer 2nd Circle PWD , Nainital
Development and repair work between km 1 to 8 of Talla Ramgarh Ratighat (Arvindon Sarni) motor road in Bhimtal assembly constituency of Nainital district. Under State Sector
2026_pwd_95517_1
926/41M0 2/25-26 Date 30-4-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Nainital
As per attached SBD
2 documents required · 2 mandatory
₹5,900
EE CD PWD Nainital
₹10.3 L
Superintending Engineer 2nd Circle PWD , Nainital
6 Aug 2026
16 May 2026
16 Jun 2026
16 May 2026
15 Jun 2026
25 May 2026
16 May 2026 - 15 Jun 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1K.C. type drain | |||||
| 1.01 | 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 | 122.5 | Cum. | - | - |
| 1.02 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 | 70 | Cum. | - | - |
| 1.03 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawing sand techn ical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 120 | Cum. | - | - |
| 22 meter span culvert | |||||
| 2.01 | 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 | 686.12 | Cum. | - | - |
| 2.02 | Random Rubble Stone Masonry laid in1:6 cement and sand mortar, in breast walls , retaining walls , parapets , scuppers, etc. including supply of allmaterial, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 59.08 | Cum. | - | - |
| 2.03 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 | 45.06 | Cum. | - | - |
| 2.04 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 138.46 | Cum. | - | - |
| 2.05 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 R.C.C. grade M 25 | 40.02 | Cum. | - | - |
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