Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.2 LAdmitted-Finance | ₹40.2 L | L1 | Admitted-Finance |
| 2 | L2₹42.5 LAdmitted-Finance GANDAKHAAL PO BUWAKHAL DISTRICT PAURI GARHWAL | ₹42.5 L | L2 | Admitted-Finance |
| 3 | L3₹43.6 LAdmitted-Finance | ₹43.6 L | L3 | Admitted-Finance |
| 4 | L4₹45.3 LAdmitted-Finance | ₹45.3 L | L4 | Admitted-Finance |
| 5 | L5₹48.9 LAdmitted-Finance | ₹48.9 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Narendra singh rawat L8 | GAMBHIR SINGH TOMAR L15 | MUKESH TOMAR L12 | Sanjay Joshi L7 | RAJENDAR BHATT L9 | SANDEEP KUMAR GAUR L13 | MOHAN SINGH L10 | Ramesh Singh Rawat L2 | SATPAL SINGH L13 | VIRENDRA SINGH GUSAIN L5 | MAHENDRA SINGH L14 | M/S RAKESH KUMAR L6 | Deewan Singh Pundeer L1 | AMV CONSTRUCTION L4 | JAHEER AHMAD L3 | JAGAT SINGH L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 22,000 | M3 | 30 ₹6.6 L | 39.09 ₹8.6 L | 30 ₹6.6 L | 29 ₹6.4 L | 31.47 ₹6.9 L | 38.28 ₹8.4 L | 15 ₹3.3 L | 23.78 ₹5.2 L | 38.28 ₹8.4 L | 27.4 ₹6.0 L | 38.33 ₹8.4 L | 39 ₹8.6 L | 22.53 ₹5.0 L | 25 ₹5.5 L | 24.43 ₹5.4 L | 36.87 ₹8.1 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 | 520 | M3 | 4,000 ₹20.8 L | 5,578.47 ₹29.0 L | 5,400 ₹28.1 L | 4,200 ₹21.8 L | 4,491.53 ₹23.4 L | 5,463.45 ₹28.4 L | 5,000 ₹26 L | 3,393.09 ₹17.6 L | 5,463.45 ₹28.4 L | 3,910.68 ₹20.3 L | 5,469.2 ₹28.4 L | 3,700 ₹19.2 L | 3,214.81 ₹16.7 L | 3,623 ₹18.8 L | 3,485.68 ₹18.1 L | 5,262.16 ₹27.4 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) | 700 | M3 | 3,600 ₹25.2 L | 4,099.03 ₹28.7 L | 4,000 ₹28 L | 3,000 ₹21 L | 3,300.35 ₹23.1 L | 4,014.51 ₹28.1 L | 3,700 ₹25.9 L | 2,493.22 ₹17.5 L | 4,014.51 ₹28.1 L | 2,873.54 ₹20.1 L | 4,018.74 ₹28.1 L | 3,000 ₹21 L | 2,362.22 ₹16.5 L | 2,662.26 ₹18.6 L | 2,561.26 ₹17.9 L | 3,866.61 ₹27.1 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 | 65 | M3 | 1,500 ₹97,500 | 2,148.84 ₹1.4 L | 2,000 ₹1.3 L | 1,800 ₹1.2 L | 1,730.15 ₹1.1 L | 2,104.54 ₹1.4 L | 1,900 ₹1.2 L | 1,307.03 ₹84,956.76 | 2,104.54 ₹1.4 L | 1,506.4 ₹97,916.26 | 2,106.75 ₹1.4 L | 2,000 ₹1.3 L | 1,238.35 ₹80,492.93 | 1,390 ₹90,350 | 1,342.69 ₹87,275.07 | 2,027 ₹1.3 L |
| 5.00 | Pointing with cement mortar 1:3 on stone masonaryas per drawing and technical specifications | 240 | M2 | 50 ₹12,000 | 77.02 ₹18,484.32 | 79 ₹18,960 | 68 ₹16,320 | 62.01 ₹14,882.40 | 75.43 ₹18,103.20 | 70 ₹16,800 | 46.85 ₹11,243.04 | 75.43 ₹18,103.20 | 53.99 ₹12,958.08 | 75.51 ₹18,122.26 | 75 ₹18,000 | 44.38 ₹10,652.30 | 55 ₹13,200 | 48.12 ₹11,549.84 | 72.65 ₹17,436.24 |
| 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 | 6,462.62 ₹22,619.19 | 6,662 ₹23,317 | 5,600 ₹19,600 | 5,203.41 ₹18,211.93 | 6,329.38 ₹22,152.81 | 6,000 ₹21,000 | 3,930.88 ₹13,758.06 | 6,329.38 ₹22,152.81 | 4,530.5 ₹15,856.75 | 6,336.04 ₹22,176.13 | 6,600 ₹23,100 | 3,724.34 ₹13,035.18 | 4,100 ₹14,350 | 4,038.14 ₹14,133.49 | 6,096.19 ₹21,336.66 |
| 7.00 | 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) | 145 | M3 | 700 ₹1.0 L | 993.76 ₹1.4 L | 900 ₹1.3 L | 800 ₹1.2 L | 800.13 ₹1.2 L | 973.27 ₹1.4 L | 1,000 ₹1.4 L | 604.45 ₹87,645.97 | 973.27 ₹1.4 L | 696.66 ₹1.0 L | 974.3 ₹1.4 L | 500 ₹72,500 | 572.7 ₹83,040.85 | 645 ₹93,525 | 620.95 ₹90,037.67 | 937.42 ₹1.4 L |
| 8.00 | 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 | 180 | M | 150 ₹27,000 | 148.31 ₹26,696.34 | 152 ₹27,360 | 152 ₹27,360 | 119.41 ₹21,493.80 | 145.26 ₹26,145.90 | 150 ₹27,000 | 90.21 ₹16,237.98 | 145.26 ₹26,145.90 | 103.97 ₹18,714.96 | 145.41 ₹26,173.42 | 100 ₹18,000 | 85.47 ₹15,384.80 | 96 ₹17,280 | 92.67 ₹16,681.08 | 139.9 ₹25,182.63 |
Tender Value
₹84.9 L
EMD Value
₹1.7 L
Closing Date
30 Apr 2026, 5:00 pmClosed
P L NAUTIYAL
Office of the Executive Engineer, Irrigation Division, Vikasnagar
Construction work on the Protection wall of the Jalvayu Tower in the left bank of Tons River in Sahaspur Block, District Dehradun
2026_IRDCE_94276_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
₹1.7 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 | 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 | - | - |
| 8 | 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 | - | - |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.52 MB
Tendernotice_2.pdf
PDF • 0.82 MB
Tendernotice_3.pdf
PDF • 2.02 MB
BOQ_111583.xls
BOQ • 0.23 MB
Download all tender documents and submit your bid