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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.0 LAccepted-Finance CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹66.0 L | L1 | Accepted-Finance QUALIFIED BIDDER L1 FOR LOA |
| 2 | L2₹66.3 LRejected-Finance LINE JEEVANGARH AMBARI DISTT DEHRADUN | ₹66.3 L | L2 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| 3 | L3₹67.0 LRejected-Finance | ₹67.0 L | L3 | Rejected-Finance DISQUALIFIED DUE TO RATE EXCESS FROM L1 BIDDER |
| 4 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S SATISH KUMAR L1 | M/S KUNWAR SINGH NEGI L2 | M/S RAKESH KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 480 | Cum | 362.78 ₹1.7 L | 364.6 ₹1.8 L | 368.25 ₹1.8 L |
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means In area of non-thorny jungle | 0.25 | Hect. | 68,473.61 ₹17,118.40 | 68,817.7 ₹17,204.42 | 69,505.88 ₹17,376.47 |
| 3.00 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-in-charge. | 300 | Cum | 216.11 ₹64,834.20 | 217.2 ₹65,160 | 219.37 ₹65,811.60 |
| 4.00 | 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 10 gauge BWG | 270 | Cum | 1,841.94 ₹5.0 L | 1,851.2 ₹5.0 L | 1,869.71 ₹5.0 L |
| 5.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 18 | Cum | 2,207.71 ₹39,738.71 | 2,218.8 ₹39,938.40 | 2,240.99 ₹40,337.78 |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | 135 | Cum | 5,433.79 ₹7.3 L | 5,461.1 ₹7.4 L | 5,515.71 ₹7.4 L |
| 7.00 | Stone masonary 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) | 80 | Cum | 3,739.01 ₹3.0 L | 3,757.8 ₹3.0 L | 3,795.38 ₹3.0 L |
| 8.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 380 | Cum | 5,941.94 ₹22.6 L | 5,971.8 ₹22.7 L | 6,031.52 ₹22.9 L |
| 9.00 | Plastering with cement mortar (1:4), 15 mm thick on brick/Stone work in substructure as per technical specification Clauses 613.4 & 1204 | 2,000 | Sqm | 189.45 ₹3.8 L | 190.4 ₹3.8 L | 192.3 ₹3.8 L |
| 10.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 | 34 | Cum | 6,666.1 ₹2.3 L | 6,699.6 ₹2.3 L | 6,766.6 ₹2.3 L |
Tender Value
₹66.3 L
EMD Value
₹1.6 L
Closing Date
5 Mar 2025, 5:00 pmClosed
PL NAUTIYAL
Office of Executive Engineer Irrigation Division,Vikasnagar, Dehradun
Renovation of Godriya canal ,malhan khader canal and culverts in sahaspur Assembly of Distt Dehradun (Reach Malhan khadar canal 0.00 to 1.700 Km)Job 2
2025_IRDCE_80586_1
05/EE/2024-25
Open Tender
Civil Works - Canal
180 days
SAHASPUR
AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹4,720
Executive Engineer Irrigation Division
₹1.6 L
Office of Executive Engineer Irrigation Division,V
13 Apr 2026
21 Feb 2025
6 Mar 2025
22 Feb 2025
5 Mar 2025
22 Feb 2025
24 Feb 2025
Amount
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
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means In area of non-thorny jungle
Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-in-charge.
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 10 gauge BWG
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Stone masonary 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)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
Plastering with cement mortar (1:4), 15 mm thick on brick/Stone work in substructure as per technical specification Clauses 613.4 & 1204
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
Providing, lowering into trenches with true to alignment, laying & lointing of full lenghts of HDPE pipes of specified grade as per IS: 4984-1995 and specification, with testing of pipe line including supply of jointing materials. (PE-63 Grade; PN- 6.0 (6.0 Kg/Cm2 ) (315 mm PN6)
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
M/S KUNWAR SINGH NEGI (BID ID -363896)
M/S RAKESH KUMAR (BID ID -363770)
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