Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-Finance | ₹35.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹37.1 L+₹2.1 L (6.14%)Accepted-Finance DOON VALLEY UTTARAKHAND UT | ALMORA | UTTARAKHAND | 263601 | ₹37.1 L+₹2.1 L (6.14%) | L2 | Accepted-Finance L2 |
| 3 | L3₹39.1 L+₹4.1 L (11.7%)Accepted-Finance | ₹39.1 L+₹4.1 L (11.7%) | L3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance 2 58 CIVIL LINE BHOTIYA PADAV HALDWANI NAINITAL | UDAM SINGH NAGAR | UTTARAKHAND | 244713 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | GOLJU CONSTRUCTION L2 | Nandan Singh Singwal L3 | URBAN BUILDERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in hilly area in soil by manual means i/c cutting and timbering of side slopes and dispsing of excavated eart with lift upto 1.5 m and a lead upto 20 m. | 540 | Cum | 65 ₹35,100 | 5.8 ₹3,132 Lowest | 65 ₹35,100 |
| 2.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks i/c lead, lift and disposal of surplus material. | 66 | Cum | 150 ₹9,900 | 25 ₹1,650 Lowest | 150 ₹9,900 |
| 3.00 | R.R stone masonary laid dry in breast wall retaining wall parapet ,scupper etc required for proper completion of work. | 10.26 | Cum | 1,950 ₹20,007 | 22 ₹225.72 Lowest | 1,750 ₹17,955 |
| 4.00 | RR stone masonary laid in 1:6 cement and sand mortar in breast, retaining walls etc. i/c supply of all materials, labour, T&P and royalties etc. | 9.23 | Cum | 3,500 ₹32,305 Lowest | 4,000 ₹36,920 | 3,580 ₹33,043.4 |
| 5.00 | HP stone filling in back of walls i/c supply of all materials, labour T&P etc. required for proper completion of work. | 45 | Cum | 500 ₹22,500 | 10 ₹450 Lowest | 650 ₹29,250 |
| 6.00 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification R.C.C grade M 20 | 52.08 | Cum | 5,500 ₹2,86,440 Lowest | 8,000 ₹4,16,640 | 7,000 ₹3,64,560 |
| 7.00 | Earth work in excavation by mechanical / manual means in foundation trenches or drains i/c lift upto 1.5 m, i/c disposal of surplus excavated soil within a lead of 50 m. | 86.13 | Cum | 200 ₹17,226 | 10 ₹861.3 Lowest | 150 ₹12,919.5 |
| 8.00 | Filling available excavated earth in trenches, plinth in layers consolidating by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 31.49 | Cum | 180 ₹5,668.2 | 10 ₹314.9 Lowest | 135 ₹4,251.15 |
| 9.00 | P/L in position CC 1:4:8 excluding the cost of c/shuttering - All work upto plinth level. | 20.74 | Cum | 6,200 ₹1,28,588 Lowest | 6,800 ₹1,41,032 | 6,200 ₹1,28,588 Lowest |
| 10.00 | P/L in position CC 1:2:4 in bed blocks etc excluding the cost c/shuttering uoto floor five level | 1.42 | Cum | 10,010 ₹14,214.2 | 9,800 ₹13,916 | 7,000 ₹9,940 Lowest |
Tender Value
₹47.4 L
EMD Value
₹95,000
Closing Date
14 Aug 2026, 3:00 pmClosed
EE RWD ALMORA
EE RWD ALMORA
Construction work of the non-residential building of the State Homeopathic Hospital Sangroli
2026_RES_98401_1
463 Dated 17-07-2026
Open Tender
Civil Works
Item Rate
365 days
Almora
Construction work of the non-residential building of the State Homeopathic Hospital Sangroli
2 documents required · 2 mandatory
₹4,720
EE RWD ALMORA
₹95,000
14 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in hilly area in soil by manual means i/c cutting and timbering of side slopes and dispsing of excavated eart with lift upto 1.5 m and a lead upto 20 m. | - | Cum | 75.8 | - |
| 2 | Excavation in foundation for retaining & breast walls in all types of soils and rocks i/c lead, lift and disposal of surplus material. | - | Cum | 425.3 | - |
| 3 | R.R stone masonary laid dry in breast wall retaining wall parapet ,scupper etc required for proper completion of work. | 1 | Cum | 2,255 | ₹2,252.75 |
| 4 | RR stone masonary laid in 1:6 cement and sand mortar in breast, retaining walls etc. i/c supply of all materials, labour, T&P and royalties etc. | - | Cum | 4,073.3 | - |
| 5 | HP stone filling in back of walls i/c supply of all materials, labour T&P etc. required for proper completion of work. | - | Cum | 1,070.5 | - |
| 6 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification R.C.C grade M 20 | 1 | Cum | 8,207.7 | ₹8,199.49 |
| 7 | Earth work in excavation by mechanical / manual means in foundation trenches or drains i/c lift upto 1.5 m, i/c disposal of surplus excavated soil within a lead of 50 m. | 1 | Cum | 276.88 | ₹276.6 |
| 8 | Filling available excavated earth in trenches, plinth in layers consolidating by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 1 | Cum | 208.48 | ₹208.27 |
| 9 | P/L in position CC 1:4:8 excluding the cost of c/shuttering - All work upto plinth level. | 1 | Cum | 7,245.95 | ₹7,238.7 |
| 10 | P/L in position CC 1:2:4 in bed blocks etc excluding the cost c/shuttering uoto floor five level | 1 | Cum | 10,525.56 | ₹10,515.03 |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_116113.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 • 2.43 MB
BOQ_116113.xls
BOQ • 0.32 MB
1-3.pdf
PDF • 0.05 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 .