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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.6 LAdmitted-Finance NA | NA | NA | 121004 | ₹42.6 L | L1 | Admitted-Finance |
| 2 | L2₹42.8 LAdmitted-Finance | ₹42.8 L | L2 | Admitted-Finance |
| 3 | L3₹49.2 LAdmitted-Finance GSTIN: 05AXTPS7156H1ZS | ₹49.2 L | L3 | Admitted-Finance |
| 4 | L4₹49.5 LAdmitted-Finance GSTIN: 05ABGPB1426L3ZZDEHRADUN | UTTARAKHAND | 248001 | ₹49.5 L | L4 | Admitted-Finance |
| 5 | L5₹50.2 LAdmitted-Finance GSTIN: 05ADNPT9479J1ZJ | ₹50.2 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Narendra singh rawat L10 | GAMBHIR SINGH TOMAR L5 | S.S CONSTRUCTION L6 | MUKESH TOMAR L11 | Biresh Singh L3 | M/S KUNWAR SINGH NEGI L18 | LAXMAN JOSHI L16 | Sanjay Joshi L17 | RAJENDAR BHATT L4 | M/S RAKESH KUMAR L8 | SATPAL SINGH L12 | Ramesh Singh Rawat L15 | Deewan Singh Pundeer L2 | M/s Kamal Bhatia L14 | JAGAT SINGH L7 | MOHAN SINGH L13 | SANDEEP KUMAR GAUR L1 | pradeep tomar L19 | AMV CONSTRUCTION L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 m.Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 3,500 | M3 | 30 ₹1.1 L | 20 ₹70,000 | 27.4 ₹95,914 | 40 ₹1.4 L | 26.05 ₹91,188.82 | 39.49 ₹1.4 L | 39.29 ₹1.4 L | 39.29 ₹1.4 L | 26.2 ₹91,700 | 39 ₹1.4 L | 33.45 ₹1.2 L | 38.28 ₹1.3 L | 30.02 ₹1.1 L | 120 ₹4.2 L | 27.73 ₹97,042.40 | 15 ₹52,500 | 22.53 ₹78,846.95 | 39.9 ₹1.4 L | 29 ₹1.0 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 | 425 | M3 | 4,000 ₹17 L | 3,500 ₹14.9 L | 3,910.68 ₹16.6 L | 4,500 ₹19.1 L | 3,718.02 ₹15.8 L | 5,635.98 ₹24.0 L | 5,607.22 ₹23.8 L | 5,607.23 ₹23.8 L | 3,738.15 ₹15.9 L | 3,968 ₹16.9 L | 4,773.33 ₹20.3 L | 5,463.45 ₹23.2 L | 3,214.81 ₹13.7 L | 5,800 ₹24.6 L | 3,956.69 ₹16.8 L | 5,000 ₹21.3 L | 3,214.81 ₹13.7 L | 5,693.49 ₹24.2 L | 4,200 ₹17.9 L |
| 3.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | 880 | M3 | 3,400 ₹29.9 L | 2,800 ₹24.6 L | 2,873.54 ₹25.3 L | 3,500 ₹30.8 L | 2,731.98 ₹24.0 L | 4,141.28 ₹36.4 L | 4,120.16 ₹36.3 L | 4,120.16 ₹36.3 L | 2,746.77 ₹24.2 L | 3,000 ₹26.4 L | 3,507.41 ₹30.9 L | 4,014.51 ₹35.3 L | 2,362.22 ₹20.8 L | 3,850 ₹33.9 L | 2,907.35 ₹25.6 L | 3,500 ₹30.8 L | 2,362.22 ₹20.8 L | 4,183.54 ₹36.8 L | 3,100 ₹27.3 L |
| 4.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 70 | M3 | 1,500 ₹1.1 L | 1,700 ₹1.2 L | 1,506.4 ₹1.1 L | 1,800 ₹1.3 L | 1,432.19 ₹1.0 L | 2,170.99 ₹1.5 L | 2,159.92 ₹1.5 L | 2,159.92 ₹1.5 L | 1,439.95 ₹1.0 L | 2,000 ₹1.4 L | 1,838.7 ₹1.3 L | 2,104.54 ₹1.5 L | 1,238.35 ₹86,684.69 | 3,200 ₹2.2 L | 1,524.13 ₹1.1 L | 1,700 ₹1.2 L | 1,238.35 ₹86,684.69 | 2,193.15 ₹1.5 L | 1,650 ₹1.2 L |
| 5.00 | Pointing with cement mortar 1:3 on stone masonaryas per drawing and technical specifications | 345 | M2 | 50 ₹17,250 | 65 ₹22,425 | 53.99 ₹18,627.24 | 79 ₹27,255 | 51.33 ₹17,709.57 | 77.81 ₹26,845.14 | 77.42 ₹26,708.18 | 77.42 ₹26,709.90 | 51.61 ₹17,805.45 | 75 ₹25,875 | 65.9 ₹22,736.19 | 75.43 ₹26,023.35 | 44.38 ₹15,312.69 | 80 ₹27,600 | 54.63 ₹18,846.38 | 70 ₹24,150 | 44.38 ₹15,312.69 | 78.61 ₹27,119.07 | 60 ₹20,700 |
| 6.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 | 3.5 | M3 | 4,500 ₹15,750 | 4,500 ₹15,750 | 4,530.5 ₹15,856.75 | 6,662 ₹23,317 | 4,307.31 ₹15,075.57 | 6,529.25 ₹22,852.38 | 6,495.94 ₹22,735.78 | 6,495.94 ₹22,735.79 | 4,330.63 ₹15,157.20 | 6,500 ₹22,750 | 5,529.88 ₹19,354.56 | 6,329.38 ₹22,152.81 | 3,724.34 ₹13,035.18 | 6,800 ₹23,800 | 4,583.8 ₹16,043.30 | 6,000 ₹21,000 | 3,724.34 ₹13,035.18 | 6,595.88 ₹23,085.56 | 4,200 ₹14,700 |
| 7.00 | 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 | 180 | M3 | 1,700 ₹3.1 L | 1,400 ₹2.5 L | 1,285 ₹2.3 L | 1,500 ₹2.7 L | 1,221.69 ₹2.2 L | 1,851.91 ₹3.3 L | 1,842.46 ₹3.3 L | 1,842.46 ₹3.3 L | 1,228.31 ₹2.2 L | 1,500 ₹2.7 L | 1,568.45 ₹2.8 L | 1,795.22 ₹3.2 L | 1,056.34 ₹1.9 L | 1,500 ₹2.7 L | 1,300.11 ₹2.3 L | 1,400 ₹2.5 L | 1,056.34 ₹1.9 L | 1,870.8 ₹3.4 L | 1,400 ₹2.5 L |
| 8.00 | 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 specifications) | 730 | M3 | 700 ₹5.1 L | 800 ₹5.8 L | 696.66 ₹5.1 L | 800 ₹5.8 L | 662.34 ₹4.8 L | 1,004.01 ₹7.3 L | 998.89 ₹7.3 L | 998.89 ₹7.3 L | 665.93 ₹4.9 L | 500 ₹3.6 L | 850.33 ₹6.2 L | 973.27 ₹7.1 L | 572.7 ₹4.2 L | 164 ₹1.2 L | 704.86 ₹5.1 L | 900 ₹6.6 L | 572.7 ₹4.2 L | 1,014.25 ₹7.4 L | 750 ₹5.5 L |
| 9.00 | Providing weep holes in Brick masonry/Plain /Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical | 115 | M | 150 ₹17,250 | 50 ₹5,750 | 103.97 ₹11,956.78 | 152 ₹17,480 | 98.85 ₹11,367.73 | 149.84 ₹17,231.83 | 149.08 ₹17,143.91 | 149.08 ₹17,144.20 | 99.39 ₹11,429.85 | 100 ₹11,500 | 126.91 ₹14,594.31 | 145.26 ₹16,704.33 | 85.47 ₹9,829.18 | 175 ₹20,125 | 105.2 ₹12,097.45 | 130 ₹14,950 | 85.47 ₹9,829.18 | 151.37 ₹17,407.67 | 115 ₹13,225 |
Tender Value
₹89.9 L
EMD Value
₹1.8 L
Closing Date
30 Apr 2026, 5:00 pmClosed
P L NAUTIYAL
Office of the Executive Engineer, Irrigation Division, Vikasnagar
Construction of Flood protection works for the Karmkaand, yoga Site and construction of a ghat, In Left bank of the Tons Riverin the Vedic Upadhyay Nagar, Kaulagarh Block Sahaspur, District Dehradun
2026_IRDCE_94286_1
01/EE/2026-27
Open Tender
Civil Works
180 days
sahaspur
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹1.8 L
Office of the Executive Engineer, Irrigation Divis
22 May 2026
16 Apr 2026
4 May 2026
16 Apr 2026
30 Apr 2026
17 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 m.Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | M3 | - | - |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 | - | M3 | - | - |
| 3 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | - | M3 | - | - |
| 4 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | - | M3 | - | - |
| 5 | Pointing with cement mortar 1:3 on stone masonaryas per drawing and technical specifications | - | M2 | - | - |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 | - | M3 | - | - |
| 7 | 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 | - | M3 | - | - |
| 8 | 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 specifications) | - | M3 | - | - |
| 9 | Providing weep holes in Brick masonry/Plain /Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical | - | M | - | - |
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