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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.7 LAccepted-AOC | ₹19.7 L | 1 | Accepted-AOC LOWEST BID |
| 2 | 2₹21.5 LRejected-Finance | ₹21.5 L | 2 | Rejected-Finance high bid |
| 3 | 3₹22.8 LRejected-Finance | ₹22.8 L | 3 | Rejected-Finance high bid |
| 4 | 4₹26.7 LRejected-Finance | ₹26.7 L | 4 | Rejected-Finance high bid |
| 5 | 5₹28.8 LRejected-Finance | ₹28.8 L | 5 | Rejected-Finance high bid |
| Sl No | Description | Qty | Unit | bhawan singh mahar L6 | Devki Garkoti L3 | Pratap Singh L1 | global infratech L8 | Keshar singh L9 | HIMALAYA CONSTRUCTION & BUILDERS L8 | LALIT MOHAN BHATT L4 | lalit mohan joshi L9 | harish chandra misra L5 | Rajendra singh dhek L9 | sunil chandra joshi L7 | Kundan Singh L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Slip clearance (by manual means) of earth and boulders including disposal complete as directed by the Engineer-in-charge | 393 | CUM | 223 ₹87,639 | 151 ₹59,343 | 155.9 ₹61,268.70 | 243 ₹95,499 | 12,478 ₹49.0 L | 243 ₹95,499 | 150 ₹58,950 | 12,478 ₹49.0 L | 190.98 ₹75,055.14 | 12,478 ₹49.0 L | 242 ₹95,106 | 165 ₹64,845 |
| 2.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer -in-charge, as per drawing and technical specifications | 42 | CUM | 375 ₹15,750 | 225 ₹9,450 | 261.37 ₹10,977.54 | 408 ₹17,136 | 12,568 ₹5.3 L | 408 ₹17,136 | 200 ₹8,400 | 12,568 ₹5.3 L | 320.11 ₹13,444.62 | 12,568 ₹5.3 L | 405 ₹17,010 | 277 ₹11,634 |
| 3.00 | Providing and laying of wire crates 3.00 x 1.50 x 1.50 in size with Gl wire conforming to IS: 280 & 15:4826 in 150 mm x150 mm mesh laid with stone boulders. as per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG | 81 | CUM | 1,803 ₹1.5 L | 1,300 ₹1.1 L | 1,254 ₹1.0 L | 1,960 ₹1.6 L | 140 ₹11,340 | 1,960 ₹1.6 L | 1,400 ₹1.1 L | 140 ₹11,340 | 1,536.72 ₹1.2 L | 140 ₹11,340 | 1,955 ₹1.6 L | 1,332 ₹1.1 L |
| 4.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 28.5 | CUM | 4,451 ₹1.3 L | 2,900 ₹82,650 | 3,096 ₹88,236 | 4,839 ₹1.4 L | 1,256 ₹35,796 | 4,839 ₹1.4 L | 3,200 ₹91,200 | 1,256 ₹35,796 | 3,794.25 ₹1.1 L | 1,256 ₹35,796 | 4,830 ₹1.4 L | 3,290 ₹93,765 |
| 5.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 | 15.5 | CUM | 6,621 ₹1.0 L | 4,700 ₹72,850 | 4,606 ₹71,393 | 7,197 ₹1.1 L | 124 ₹1,922 | 7,197 ₹1.1 L | 5,000 ₹77,500 | 124 ₹1,922 | 5,642.45 ₹87,457.98 | 124 ₹1,922 | 7,190 ₹1.1 L | 4,893 ₹75,841.50 |
| 6.00 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 i/c all | 49 | CUM | 4,261 ₹2.1 L | 3,330 ₹1.6 L | 2,964 ₹1.5 L | 4,632 ₹2.3 L | 360 ₹17,640 | 4,632 ₹2.3 L | 3,000 ₹1.5 L | 360 ₹17,640 | 3,632.12 ₹1.8 L | 360 ₹17,640 | 4,625 ₹2.3 L | 3,149 ₹1.5 L |
| 7.00 | Random Rubble Masonary laid dry in breast wall, retaining wall, parapets,scupper etc engineer-in-charge Including supply of all materials, labour,t&p and royality etc, required for proper complition of work. (As per PWD Uttarakhand specifications) | 117.5 | CUM | 2,023 ₹2.4 L | 1,100 ₹1.3 L | 1,407 ₹1.7 L | 2,199 ₹2.6 L | 712 ₹83,660 | 2,199 ₹2.6 L | 1,500 ₹1.8 L | 712 ₹83,660 | 1,724.41 ₹2.0 L | 712 ₹83,660 | 2,190 ₹2.6 L | 1,495 ₹1.8 L |
| 8.00 | 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. (As per PWD Uttarakhand specifications) | 27.5 | CUM | 3,784 ₹1.0 L | 3,330 ₹91,575 | 2,632 ₹72,380 | 4,114 ₹1.1 L | 245 ₹6,737.50 | 4,114 ₹1.1 L | 3,000 ₹82,500 | 245 ₹6,737.50 | 3,225.85 ₹88,710.88 | 245 ₹6,737.50 | 4,100 ₹1.1 L | 2,797 ₹76,917.50 |
| 9.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 | 22.5 | CUM | 6,969 ₹1.6 L | 5,310 ₹1.2 L | 4,848 ₹1.1 L | 7,576 ₹1.7 L | 1,240 ₹27,900 | 7,576 ₹1.7 L | 5,000 ₹1.1 L | 1,240 ₹27,900 | 5,940.29 ₹1.3 L | 1,240 ₹27,900 | 7,500 ₹1.7 L | 5,151 ₹1.2 L |
| 10.00 | Pointing with cement mortar (1:3) on Stone/work in substructure as per Technical specifications | 168 | SQM | 79 ₹13,272 | 75 ₹12,600 | 54 ₹9,072 | 85 ₹14,280 | 14 ₹2,352 | 85 ₹14,280 | 64.43 ₹10,824.24 | 14 ₹2,352 | 67.35 ₹11,314.80 | 14 ₹2,352 | 84 ₹14,112 | 57.8 ₹9,710.40 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹71,000
Closing Date
5 May 2026, 2:00 pmClosed
Executive Engineer Irrigation Division Lohaghat
Office of Executive Engineer Irrigation Division Lohaghat
Reconstruction of damaged part of Nyadi Canal damaged from Lafda Syuli Budhakhet motor road of PWD in block Champawat, district Champawat
2026_IRDCE_93953_1
01/EE/2026-27 DATED 04-04-2026
Open Tender
Civil Works - Canal
120 days
NYADI CHAMPAWAT
Please refer tender documents
3 documents required · 3 mandatory
₹2,950
EE ID Lohaghat
₹71,000
Yes
Lohaghat
6 Jun 2026
7 Apr 2026
5 May 2026
7 Apr 2026
5 May 2026
8 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Slip clearance (by manual means) of earth and boulders including disposal complete as directed by the Engineer-in-charge | - | CUM | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer -in-charge, as per drawing and technical specifications | - | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Providing and laying of wire crates 3.00 x 1.50 x 1.50 in size with Gl wire conforming to IS: 280 & 15:4826 in 150 mm x150 mm mesh laid with stone boulders. as per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG | - | CUM | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | - | CUM | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 | - | CUM | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 i/c all | - | CUM | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Random Rubble Masonary laid dry in breast wall, retaining wall, parapets,scupper etc engineer-in-charge Including supply of all materials, labour,t&p and royality etc, required for proper complition of work. (As per PWD Uttarakhand specifications) | - | CUM | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | 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. (As per PWD Uttarakhand specifications) | - | CUM | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 | - | CUM | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | Pointing with cement mortar (1:3) on Stone/work in substructure as per Technical specifications | - | SQM | - | - | BI01010001010000000000000515BI0100001121 |
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