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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.7 LAccepted-Finance DOON VALLEY UTTARAKHAND UT | ALMORA | UTTARAKHAND | 263601 | ₹83.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹89.1 L+₹5.4 L (6.48%)Accepted-Finance | ₹89.1 L+₹5.4 L (6.48%) | L2 | Accepted-Finance L2 |
| 3 | L3₹93.9 L+₹10.3 L (12.3%)Accepted-Finance BADI BARGICHA ALMORA DISTRICT UTTARAKHAND | ALMORA | UTTARAKHAND | 263601 | ₹93.9 L+₹10.3 L (12.3%) | L3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Mahesh Chandra Sanwal L3 | GOLJU CONSTRUCTION L1 | pan singh L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 119.84 | cum | 199.5 ₹23,908.08 | 188 ₹22,529.92 | 150 ₹17,976 Lowest |
| 2.00 | 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. | 39.99 | cum | 150.22 ₹6,007.3 | 145 ₹5,798.55 Lowest | 156 ₹6,238.44 |
| 3.00 | P/L in position CC 1:4:8 (1 Cement : 4 c/sand : 8 st. agg. 40 mm size) excluding the cost of c/shuttering - All work upto plinth level. | 178.46 | cum | 5,220.99 ₹9,31,737.88 | 4,920 ₹8,78,023.2 Lowest | 5,425 ₹9,68,145.5 |
| 4.00 | P/L in position RCC 1:1.5:3 (1 cement : 1.5 c/sand : 3 stone agg. 20 mm size) ex. the cost of c/shuttering, finishing and reinf. - All work upto plinth level (in foundation). | 17.77 | cum | 6,933.03 ₹1,23,199.94 | 6,590 ₹1,17,104.3 Lowest | 7,205 ₹1,28,032.85 |
| 5.00 | RCC work 1:1.5:3 (1 cement : 1.5 c/sand :3 stone agg. 20 mm size) in walls (any thickness), all work above i.e. columns, etc. ex. cost of c/shuttering, finishing and reinf. | 4.32 | cum | 8,318.15 ₹35,934.41 | 7,900 ₹34,128 Lowest | 8,645 ₹37,346.4 |
| 6.00 | RCC work 1:1.5:3 beams,s/shades,shelf ,stair case,door bend and suspended slabs etc. ex. cost of c/shuttering, finishing and reinf. | 15.91 | cum | 8,818.28 ₹1,40,298.83 | 8,300 ₹1,32,053 Lowest | 9,165 ₹1,45,815.15 |
| 7.00 | Centering and shuttering i/c strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | 96.55 | sqm | 300.56 ₹29,019.07 | 285 ₹27,516.75 | 275 ₹26,551.25 Lowest |
| 8.00 | Centering and shuttering i/c strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | 88.38 | sqm | 710.69 ₹62,810.78 | 675 ₹59,656.5 | 500 ₹44,190 Lowest |
| 9.00 | Centering and shuttering i/c strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 53.37 | sqm | 564.41 ₹30,122.56 | 535 ₹28,552.95 | 475 ₹25,350.75 Lowest |
| 10.00 | Centering and shuttering i/c strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 57.6 | sqm | 736.78 ₹42,438.53 | 700 ₹40,320 | 650 ₹37,440 Lowest |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
3 Apr 2026, 3:00 pmClosed
EE RWD ALMORA
office of EE RWD Almora
construction and repair of salam shaheed smarak under CMG 370 2024
2026_RES_93486_1
1833 dated 10-03-2026
Open Tender
Civil Works - Buildings
Item Rate
365 days
lamgarah
construction and repair of salam shaheed smarak under CMG 370 2024
3 documents required · 3 mandatory
₹4,720
Yes
EE RWD ALMORA
₹2.1 L
Yes
8 Apr 2026
23 Mar 2026
3 Apr 2026
23 Mar 2026
3 Apr 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 2Filling available excavated earth in trenches, plinth in layers consolidating by ramming and watering, lead up to 50 m and lift upto 1.5 m. | |||||
| 3P/L in position CC 1:4:8 (1 Cement : 4 c/sand : 8 st. agg. 40 mm size) excluding the cost of c/shuttering - All work upto plinth level. | |||||
| 4P/L in position RCC 1:1.5:3 (1 cement : 1.5 c/sand : 3 stone agg. 20 mm size) ex. the cost of c/shuttering, finishing and reinf. - All work upto plinth level (in foundation). | |||||
| 5RCC work 1:1.5:3 (1 cement : 1.5 c/sand :3 stone agg. 20 mm size) in walls (any thickness), all work above i.e. columns, etc. ex. cost of c/shuttering, finishing and reinf. | |||||
| 6RCC work 1:1.5:3 beams,s/shades,shelf ,stair case,door bend and suspended slabs etc. ex. cost of c/shuttering, finishing and reinf. | |||||
| 7Centering and shuttering i/c strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | |||||
| 8Centering and shuttering i/c strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | |||||
| 9Centering and shuttering i/c strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | |||||
| 10Centering and shuttering i/c strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | |||||
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