Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.3 LAccepted-Finance | ₹65.3 L | L1 | Accepted-Finance JAGDISH SINGH BISHT is L1 bidder |
| 2 | L2₹69.0 LRejected-Finance | ₹69.0 L | L2 | Rejected-Finance Non responsive |
| 3 | L3₹73.6 LRejected-Finance | ₹73.6 L | L3 | Rejected-Finance Non responsive |
| 4 | L4₹74.9 LRejected-Finance | ₹74.9 L | L4 | Rejected-Finance Non responsive |
| 5 | L5₹77.4 LRejected-Finance | ₹77.4 L | L5 | Rejected-Finance Non responsive |
| Sl No | Description | Qty | Unit | Mohan singh L6 | Anil singh bohra L4 | Harish Chandra Joshi L2 | PURAN SINGH L3 | Bohra Construction L5 | JAGDISH SINGH BISHT L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in Hill Road (Hill Side Cutting) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 895.03 | Cubic Metre | 100 ₹89,503 | 55 ₹49,226.65 Lowest | 70 ₹62,652.1 | 60 ₹53,701.8 | 55 ₹49,226.65 Lowest | 60 ₹53,701.8 |
| 2.00 | Earthwork in Hill Road (Hill Side Cutting) Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 281.09 | Cubic Metre | 250 ₹70,272.5 | 159 ₹44,693.31 | 190 ₹53,407.1 | 180 ₹50,596.2 | 175 ₹49,190.75 | 130 ₹36,541.7 Lowest |
| 3.00 | 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 Clause 305.1 of MORD Specifiction | 104.99 | Cubic Metre | 150 ₹15,748.5 Lowest | 260 ₹27,297.4 | 261 ₹27,402.39 | 190 ₹19,948.1 | 150 ₹15,748.5 Lowest | 200 ₹20,998 |
| 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 | 19 | Cubic Metre | 4,000 ₹76,000 | 3,500 ₹66,500 | 2,800 ₹53,200 Lowest | 3,200 ₹60,800 | 3,800 ₹72,200 | 4,300 ₹81,700 |
| 5.00 | 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 | 120.98 | Cubic Metre | 3,700 ₹4,47,626 | 2,900 ₹3,50,842 | 2,400 ₹2,90,352 Lowest | 2,800 ₹3,38,744 | 3,550 ₹4,29,479 | 3,500 ₹4,23,430 |
| 6.00 | 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 | 93.2 | Cubic Metre | 1,700 ₹1,58,440 | 1,800 ₹1,67,760 | 1,400 ₹1,30,480 Lowest | 1,540 ₹1,43,528 | 1,400 ₹1,30,480 Lowest | 2,000 ₹1,86,400 |
| 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) | 27.76 | Cubic Metre | 500 ₹13,880 Lowest | 590 ₹16,378.4 | 671 ₹18,626.96 | 730 ₹20,264.8 | 500 ₹13,880 Lowest | 500 ₹13,880 Lowest |
| 8.00 | Water Bound Macadam with Crushable Screenings WBM Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Mechanical Means | 712.3 | Cubic Metre | 1,700 ₹12,10,910 | 1,800 ₹12,82,140 | 1,500 ₹10,68,450 | 1,800 ₹12,82,140 | 2,050 ₹14,60,215 | 1,400 ₹9,97,220 Lowest |
| 9.00 | Water Bound Macadam with Crushable Screenings WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means | 494.66 | Cubic Metre | 1,750 ₹8,65,655 | 1,710 ₹8,45,868.6 | 1,500 ₹7,41,990 Lowest | 1,850 ₹9,15,121 | 2,100 ₹10,38,786 | 1,500 ₹7,41,990 Lowest |
| 10.00 | Water Bound Macadam with Crushable Screenings WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means | 494.66 | Cubic Metre | 2,100 ₹10,38,786 | 1,700 ₹8,40,922 | 1,500 ₹7,41,990 | 1,900 ₹9,39,854 | 2,200 ₹10,88,252 | 1,400 ₹6,92,524 Lowest |
Tender Value
₹99.4 L
EMD Value
₹2.4 L
Closing Date
30 Jul 2026, 1:30 pmClosed
Executive engineer PD PWD Champawat
PWD Champawat
Improvement and asphalting work of Ijarkhandak Chaudayakhyali motor road in Champawat assembly constituency of Champawat district Under the Honorable Chief Ministers announcement number 204 2026
2026_pwd_97668_1
PWD-17-2026
Open Tender
Civil Works
Item Rate
270 days
champawat
3 documents required · 3 mandatory
₹4,720
EE PD PWD Champawat
₹2.4 L
11 Aug 2026
15 Jul 2026
31 Jul 2026
16 Jul 2026
30 Jul 2026
17 Jul 2026
16 Jul 2026 - 16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in Hill Road (Hill Side Cutting) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 895.03 | Cubic Metre | - | - |
| 2 | Earthwork in Hill Road (Hill Side Cutting) Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. | 281.09 | Cubic Metre | - | - |
| 3 | 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 Clause 305.1 of MORD Specifiction | 104.99 | Cubic Metre | - | - |
| 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 | 19 | Cubic Metre | - | - |
| 5 | 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 | 120.98 | Cubic Metre | - | - |
| 6 | 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 | 93.2 | Cubic Metre | - | - |
| 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) | 27.76 | Cubic Metre | - | - |
| 8 | Water Bound Macadam with Crushable Screenings WBM Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Mechanical Means | 712.3 | Cubic Metre | - | - |
| 9 | Water Bound Macadam with Crushable Screenings WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means | 494.66 | Cubic Metre | - | - |
| 10 | Water Bound Macadam with Crushable Screenings WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means | 494.66 | Cubic Metre | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_115320.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 • 1072.05 MB
Tendernotice_2.pdf
PDF • 216.43 MB
BOQ_115320.xls
BOQ • 284.50 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].