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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹2.4 Cr | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L2₹2.6 Cr+₹11.6 L (4.77%)Rejected-Finance | ₹2.6 Cr+₹11.6 L (4.77%) | L2 | Rejected-Finance DISQUALIFIED BIDDER DUE TO RATE EXCESS FROM L1 BIDDER |
| 3 | L3₹2.8 Cr+₹32.6 L (13.4%)Rejected-Finance GRAM POST BHETABAGDAR TEHSIL KAPKOT DISTRICT BAGESHWAR UTTARAKHAND UT | BAGESHWAR | UTTARAKHAND | 263619 | ₹2.8 Cr+₹32.6 L (13.4%) | L3 | Rejected-Finance DISQUALIFIED BIDDER DUE TO RATE EXCESS FROM L1 BIDDER |
| 4 | L4₹2.8 Cr+₹40.1 L (16.4%)Rejected-Finance | ₹2.8 Cr+₹40.1 L (16.4%) | L4 | Rejected-Finance DISQUALIFIED BIDDER DUE TO RATE EXCESS FROM L1 BIDDER |
| 5 | L5₹3.0 Cr+₹54.3 L (22.3%)Rejected-Finance PADAM PUR COLONY LINK ROAD PITHORAGARH UTTARAKHAND | ₹3.0 Cr+₹54.3 L (22.3%) | L5 | Rejected-Finance DISQUALIFIED BIDDER DUE TO RATE EXCESS FROM L1 BIDDER |
| Sl No | Description | Qty | Unit | Parag Jain L2 | K M Engineering and Construction L5 | K.K. Enterprises L1 | NARAYAN SINGH L3 | RCC INFRASTRUCTURES L6 | M/S RAKESH KUMAR L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for desilting and structure 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 | 1,750 | M3 | 300 ₹5,25,000 | 385 ₹6,73,750 | 275 ₹4,81,250 Lowest | 360.29 ₹6,30,503.12 | 387 ₹6,77,250 | 370.06 ₹6,47,611.91 |
| 2.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical pecification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) RCC grade M 25 | 982 | M3 | 6,600 ₹64,81,200 | 7,650 ₹75,12,300 | 5,786 ₹56,81,852 Lowest | 7,090.31 ₹69,62,684.42 | 7,665 ₹75,27,030 | 7,282.71 ₹71,51,617.8 |
| 3.00 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | 54 | Tonne | 65,000 ₹35,10,000 | 64,980 ₹35,08,920 | 61,750 ₹33,34,500 | 60,108.17 ₹32,45,840.91 Lowest | 64,981 ₹35,08,974 | 61,739.21 ₹33,33,917.24 |
| 4.00 | Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 672 | Hours | 350 ₹2,35,200 | 198 ₹1,33,056 | 150 ₹1,00,800 Lowest | 184.07 ₹1,23,698.4 | 198 ₹1,33,056 | 189.07 ₹1,27,054.97 |
| 5.00 | 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 | 1,470 | M3 | 5,000 ₹73,50,000 | 5,780 ₹84,96,600 | 4,786 ₹70,35,420 Lowest | 5,361.76 ₹78,81,790.88 | 5,796 ₹85,20,120 | 5,504 ₹80,90,880 |
| 6.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed rubble masonry (1st sort). In cement mortar (1:5) | 1,122 | M3 | 3,500 ₹39,27,000 Lowest | 4,785 ₹53,68,770 | 3,786 ₹42,47,892 | 4,430.19 ₹49,70,678.79 | 4,785 ₹53,68,770 | 4,550.41 ₹51,05,558.83 |
| 7.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel. | 848 | M3 | 1,160 ₹9,83,680 | 1,442 ₹12,22,816 | 1,040 ₹8,81,920 Lowest | 1,334.87 ₹11,31,967.64 | 1,442 ₹12,22,816 | 1,371.09 ₹11,62,683.73 |
| 8.00 | Providing and Laying of wire crates 3x3.0x1.5 in size with 8 gauge BWG GI wire conforming to IS: 280& IS: 4826 in 150mmx150mm mesh laid with stone boulders weighting not less than 25kg each | 121 | M3 | 1,700 ₹2,05,700 Lowest | 1,885 ₹2,28,085 | 1,786 ₹2,16,106 | 1,747.97 ₹2,11,504.67 | 1,885 ₹2,28,085 | 1,795.4 ₹2,17,243.88 |
| 9.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m etc. By Mechanical Means. Bituminous Courses | 135 | M3 | 197 ₹26,595 Lowest | 320 ₹43,200 | 235 ₹31,725 | 300.62 ₹40,584.38 | 325 ₹43,875 | 308.78 ₹41,685.64 |
| 10.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawing sand technical specifications Clause 802, 803, 1202 & 1203 | 126 | M3 | 4,500 ₹5,67,000 | 4,820 ₹6,07,320 | 4,091 ₹5,15,466 Lowest | 4,467.94 ₹5,62,959.81 | 4,830 ₹6,08,580 | 4,589.17 ₹5,78,235.8 |
Tender Value
Refer Docs
EMD Value
₹7.0 L
Closing Date
31 Jan 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation Work Circle ,Dehradun
Scheme for Strengthening and modernization of the head of Bijapur Canal Under the Centrally Sponsored scheme Amrit 2 in Distt Dehradun (Reach 0.00 Km to 0.600Km)
2026_IRDCE_91115_1
04/SE/2025-26
Open Tender
Civil Works
Item Rate
180 days
DEHRADUN
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹7.0 L
Superintending Engineer , Irrigation Work Circle ,
1 Jun 2026
19 Jan 2026
4 Feb 2026
19 Jan 2026
31 Jan 2026
21 Jan 2026
21 Jan 2026
Earthwork in excavation for desilting and structure 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
Plain/reinforced cement concrete in substructure complete as per drawings and technical pecification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) RCC grade M 25
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
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 masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed rubble masonry (1st sort). In cement mortar (1:5)
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel.
Providing and Laying of wire crates 3x3.0x1.5 in size with 8 gauge BWG GI wire conforming to IS: 280& IS: 4826 in 150mmx150mm mesh laid with stone boulders weighting not less than 25kg each
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m etc. By Mechanical Means. Bituminous Courses
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawing sand technical specifications Clause 802, 803, 1202 & 1203
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m). P.C.C. grade M 20. Nominal mix (1:2:4)
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, 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
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Interlocking Concrete Block Pavement. Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre to-centre, complete as per approved drawings Clause 1706
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