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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.0 LAccepted-Finance | ₹33.0 L | L1 | Accepted-Finance QUALIFIED |
| 2 | L2₹33.0 L+₹0.73 (<0.01%)Rejected-Finance | ₹33.0 L+₹0.73 (<0.01%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹33.1 L+₹15,002.25 (0.46%)Rejected-Finance | ₹33.1 L+₹15,002.25 (0.46%) | L3 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | SURAT RAM SHARMA L1 | RAMANAND L2 | PRAMILA L3 |
|---|---|---|---|---|---|---|
| 1.00 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. | 47.8 | Cum | 267 ₹12,762.6 Lowest | 267 ₹12,762.6 Lowest | 272 ₹13,001.6 |
| 2.00 | 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. | 133 | Cum | 449 ₹59,717 Lowest | 449 ₹59,717 Lowest | 454 ₹60,382 |
| 3.00 | 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. | 27 | Cum | 2,067 ₹55,809 Lowest | 2,067 ₹55,809 Lowest | 2,072 ₹55,944 |
| 4.00 | 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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. | 24 | Cum | 4,220 ₹1,01,280 Lowest | 4,220 ₹1,01,280 Lowest | 4,225 ₹1,01,400 |
| 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. | 1.75 | Cum | 2,413 ₹4,222.75 Lowest | 2,413 ₹4,222.75 Lowest | 2,418 ₹4,231.5 |
| 6.00 | Providing , lowering into trrenches with true to alignment, laying and jointing of full lengths of HDPE pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE-63 Grade; PN- 6.0 (6.0 Kg/Cm2) 110mm PN6 | 1,500 | Rm | 560 ₹8,40,000 Lowest | 560 ₹8,40,000 Lowest | 565 ₹8,47,500 |
| 7.00 | 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 (Hand mixing). | 101 | Cum | 7,127 ₹7,19,827 Lowest | 7,127 ₹7,19,827 Lowest | 7,132 ₹7,20,332 |
| 8.00 | Stone masonry 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) | 212 | Cum | 4,728 ₹10,02,336 Lowest | 4,728 ₹10,02,336 Lowest | 4,733 ₹10,03,396 |
| 9.00 | 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 (Hand mixed). | 5.5 | Cum | 7,936 ₹43,648 Lowest | 7,936 ₹43,648 Lowest | 7,941 ₹43,675.5 |
| 10.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204. | 135 | Sqm | 95 ₹12,825 Lowest | 95 ₹12,825 Lowest | 100 ₹13,500 |
Tender Value
₹33.0 L
EMD Value
₹78,000
Closing Date
20 May 2026, 5:00 pmClosed
MANOJ SEMWAL
Executive Engineer Irrigation Division,Kalsi Ambadi
Project for Renovation of 02 Canals (Banpur and Shediya) under the Trible Block Chakrata of distt-Dehradun. Shediya Canal Reach Km 0.00 to 2.300 Km and Water Tank 02 Nos
2026_IRDCE_95150_1
02/EE/KALSI/2026-27
Open Tender
Civil Works - Canal
Item Rate
270 days
CHAKRATA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹2,950
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹78,000
27 May 2026
7 May 2026
22 May 2026
7 May 2026
20 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-incharge. | 47.8 | Cum | - | - |
| 2 | 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. | 133 | Cum | - | - |
| 3 | 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. | 27 | Cum | - | - |
| 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. | 24 | Cum | - | - |
| 5 | 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. | 1.75 | Cum | - | - |
| 6 | Providing , lowering into trrenches with true to alignment, laying and jointing of full lengths of HDPE pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE-63 Grade; PN- 6.0 (6.0 Kg/Cm2) 110mm PN6 | 1,500 | Rm | - | - |
| 7 | 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 (Hand mixing). | 101 | Cum | - | - |
| 8 | Stone masonry 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) | 212 | Cum | - | - |
| 9 | 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 (Hand mixed). | 5.5 | Cum | - | - |
| 10 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204. | 135 | Sqm | - | - |
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