Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.1 LAccepted-Finance | ₹20.1 L | 1 | Accepted-Finance lowest bid |
| 2 | 2₹20.1 LRejected-Finance | ₹20.1 L | 2 | Rejected-Finance higher bid |
| 3 | 3₹24.5 LRejected-Finance | ₹24.5 L | 3 | Rejected-Finance higher bid |
| 4 | 4₹25.9 LRejected-Finance | ₹25.9 L | 4 | Rejected-Finance higher bid |
| 5 | 5₹26.2 LRejected-Finance | ₹26.2 L | 5 | Rejected-Finance higher bid |
| Sl No | Description | Qty | Unit | PURAN SINGH L4 | Dan Singh L2 | M/S NANDAN SINGH L1 | M/s Kanyal Construction and Building Material L5 | M/S PUSKAR SINGH CONT. L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift & disposal of surplus material as directedof E- in - C Ordinery soil | 66 | Cum | 200 ₹13,200 | 254.75 ₹16,813.50 | 340.49 ₹22,472.34 | 443 ₹29,238 | 415 ₹27,390 |
| 2.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with a10 gauge BWG GI Nos.wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stoneboulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification) | 22 | Cum | 2,000 ₹44,000 | 1,143.48 ₹25,156.56 | 1,528.19 ₹33,620.18 | 1,992 ₹43,824 | 1,865 ₹41,030 |
| 3.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets ,scupper etc engineer - in - charge Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications ) | 57 | Cum | 2,000 ₹1.1 L | 1,362.5 ₹77,662.50 | 1,820.56 ₹1.0 L | 2,373 ₹1.4 L | 2,222 ₹1.3 L |
| 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. | 126 | Cum | 3,500 ₹4.4 L | 2,568.57 ₹3.2 L | 3,253.97 ₹4.1 L | 4,242 ₹5.3 L | 3,975 ₹5.0 L |
| 5.00 | Lining in Stone masonry in cement mortar for substructure complete as per technical specification Clau 702,704,&1204 In cement mortar (1:5) | 73 | Cum | 5,031 ₹3.7 L | 2,895.34 ₹2.1 L | 3,668.1 ₹2.7 L | 4,782 ₹3.5 L | 4,477 ₹3.3 L |
| 6.00 | Pointing with cement mortar 1:3 | 287 | sqm | 96.6 ₹27,724.20 | 52.7 ₹15,124.90 | 70 ₹20,090 | 91 ₹26,117 | 86 ₹24,682 |
| 7.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 386 | Sqm | 250.4 ₹96,654.40 | 136.55 ₹52,708.30 | 180.82 ₹69,796.52 | 235 ₹90,710 | 225 ₹86,850 |
| 8.00 | R.C.C grade M 20 (Hand mixed) | 4.5 | Cum | 8,582.3 ₹38,620.35 | 4,426.3 ₹19,918.35 | 6,257.14 ₹28,157.13 | 8,158 ₹36,711 | 7,650 ₹34,425 |
| 9.00 | Supplying, fitting, and placing TMT bar reinforcement in superstructure comple te as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 3.3 | Qtl | 6,791.27 ₹22,411.19 | 3,704.6 ₹12,225.18 | 4,951.32 ₹16,339.36 | 6,455 ₹21,301.50 | 6,040 ₹19,932 |
| 10.00 | Providing and Laying HDPE distribution pipe line 160 mm dia with MS Flange at every 6.00 mtr length Supreme/Harvel make or equivalent including all cost of labour , material etc. At site eccluding digging. HDPE pipe 160 mm Dia 6 Kg/sqcm PE-80 | 650 | Mtr | 1,628 ₹10.6 L | 1,514 ₹9.8 L | 1,186.97 ₹7.7 L | 1,547 ₹10.1 L | 1,450 ₹9.4 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹91,000
Closing Date
25 Mar 2026, 11:00 amClosed
Executive Engineer Irrigation Division Pithoragarh
Office of Executive Engineer Irrigation Division Pithoragarh
Renovation of Khatariya Minor damaged due to disaster in Block Didihat District Pithoragarh Under Nabard
2026_IRDCE_92095_1
10/EE/25-26 Dated 19-02-26
Open Tender
Civil Works - Canal
300 days
Didihat
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer ID Pithoragarh
₹91,000
Pithoragarh
8 Apr 2026
21 Feb 2026
25 Mar 2026
21 Feb 2026
25 Mar 2026
22 Feb 2026
28 Feb 2026
Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift & disposal of surplus material as directedof E- in - C Ordinery soil
Providing and laying of wire crates 3.00x1.50x1.50 in size with a10 gauge BWG GI Nos.wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stoneboulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets ,scupper etc engineer - in - charge Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications )
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.
Lining in Stone masonry in cement mortar for substructure complete as per technical specification Clau 702,704,&1204 In cement mortar (1:5)
Pointing with cement mortar 1:3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
R.C.C grade M 20 (Hand mixed)
Supplying, fitting, and placing TMT bar reinforcement in superstructure comple te as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and Laying HDPE distribution pipe line 160 mm dia with MS Flange at every 6.00 mtr length Supreme/Harvel make or equivalent including all cost of labour , material etc. At site eccluding digging. HDPE pipe 160 mm Dia 6 Kg/sqcm PE-80
Providing and Laying HDPE distribution pipe line 110 mm dia Supreme/Harvel make or equivalent including all cost of labour , material etc. At site eccluding digging. HDPE pipe 110 mm Dia 6 Kg/sqcm PE-80
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)
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)
Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 Rubble Stone Masonry in Cement Mortar
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.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 • 1.53 MB
bidkhatariya.pdf
Tender Documents • 4.96 MB
BOQ_109052.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid