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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹10.9 L (9.30%)Admitted-Finance NILKANT COLONY TRILOK NAGAR HALDWANI NAINITAL UTTARAKHAND 263139 | HALDWANI | NAINITAL | UTTARAKHAND | 263139 | ₹1.3 Cr+₹10.9 L (9.30%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹24.5 L (20.9%)Admitted-Finance | ₹1.4 Cr+₹24.5 L (20.9%) | L3 | Admitted-Finance |
| 4 | L4₹1.5 Cr+₹34.8 L (29.7%)Admitted-Finance | ₹1.5 Cr+₹34.8 L (29.7%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Required Document not submitted |
| Sl No | Description | Qty | Unit | AHAD CONSTRUCTION L1 | NIRVANA INFRATECH L3 | PAWAR CONSTRUCTION L4 | M/S PRINCE CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Part-A (0.00 to 0.040)
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth | 690.75 | Cum | 313 ₹2,16,204.75 | 210 ₹1,45,057.5 Lowest | 406.83 ₹2,81,017.82 | 300 ₹2,07,225 |
| 2.00 | 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) GI wire 8 gauge BWG | 1,984.5 | Cum | 1,416.5 ₹28,11,044.25 Lowest | 1,900 ₹37,70,550 | 1,836.66 ₹36,44,851.77 | 1,750 ₹34,72,875 |
| 3.00 | Back filling of wall with excavated material | 2,117.25 | Cum | 383.2 ₹8,11,330.2 | 340 ₹7,19,865 | 496.84 ₹10,51,934.49 | 250 ₹5,29,312.5 Lowest |
| 4.00 | Hydraulic Excavator 0.9/1.0 cum | 100 | Hrs | 739.5 ₹73,950 Lowest | 950 ₹95,000 | 958.8 ₹95,880 | 900 ₹90,000 |
| 5.00 | Part-B (0.040 to 0.080)
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth | 690.75 | Cum | 313 ₹2,16,204.75 | 210 ₹1,45,057.5 Lowest | 406.83 ₹2,81,017.82 | 250 ₹1,72,687.5 |
| 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) | 1,984.5 | Cum | 1,416.5 ₹28,11,044.25 Lowest | 1,900 ₹37,70,550 | 1,836.66 ₹36,44,851.77 | 1,750 ₹34,72,875 |
| 7.00 | Back filling of wall with excavated material | 2,117.75 | Cum | 383.2 ₹8,11,521.8 | 340 ₹7,20,035 | 496.84 ₹10,52,182.91 | 250 ₹5,29,437.5 Lowest |
| 8.00 | Hydraulic Excavator 0.9/1.0 cum | 100 | Cum | 739.5 ₹73,950 Lowest | 950 ₹95,000 | 958.8 ₹95,880 | 900 ₹90,000 |
| 9.00 | Part-B (0.080 to 0.120)
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth | 690.75 | Cum | 313 ₹2,16,204.75 | 210 ₹1,45,057.5 Lowest | 406.83 ₹2,81,017.82 | 250 ₹1,72,687.5 |
| 10.00 | 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) GI wire 8 gauge BWG | 1,984.5 | Cum | 1,416.5 ₹28,11,044.25 Lowest | 1,900 ₹37,70,550 | 1,836.66 ₹36,44,851.77 | 1,750 ₹34,72,875 |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
13 Jun 2025, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer 2nd Circle PWD , Nainital
Under The State Disaster Reduction ,The Necessary Temporary Protective Work Is Being Carried Out To Prevent Additional Damage In Future To The Damaged Road Due To Excessive Water Flow Of Gola River From Vanbhulpura Railway Crossing To Gola Bridge In
2025_pwd_84507_1
1899/41-M-2/24-25 Dated 24-05-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Haldwani
As per attached SBD
2 documents required · 2 mandatory
₹5,900
Yes
EE Construction Division PWD Haldwani
₹3.1 L
Superintending Engineer 2nd Circle PWD , Nainital
30 Jun 2025
31 May 2025
13 Jun 2025
31 May 2025
13 Jun 2025
6 Jun 2025
31 May 2025 - 13 Jun 2025
5 Jun 2025
Amount
Part-A (0.00 to 0.040) Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth
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) GI wire 8 gauge BWG
Back filling of wall with excavated material
Hydraulic Excavator 0.9/1.0 cum
Part-B (0.040 to 0.080) Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth
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)
Back filling of wall with excavated material
Hydraulic Excavator 0.9/1.0 cum
Part-B (0.080 to 0.120) Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth
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) GI wire 8 gauge BWG
Back filling of wall with excavated material
Hydraulic Excavator 0.9/1.0 cum
M/S PRINCE CONSTRUCTION (BID ID -386710)
NIRVANA INFRATECH (BID ID -386738)
PAWAR CONSTRUCTION (BID ID -386746)
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