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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹63.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹84.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹84.5 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹87.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹87.8 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹91.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹91.2 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹92.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹92.4 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Dinesh singh panwar L3 | DEEPAK RAWAT L7 | sitab singh L4 | Hillstone Infra L1 | budhi singh L5 | ganesh rawat L8 | Satyaraj Singh Negi L6 | RAJESH SINGH KANDARI L2 | NAGENDRA SINGH L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in hill side cutting for construction for constrction of road in all types of soils & rocks met at site as per plan & L section including uprooting & cutting of bushes dressing of road surface to repuired level and slopes also including all lead slopes also including all lesd lifts and safe disposal of surplus excavated matrial in charge including slip clearsnce during hill side cutting. | 1 | Job | 45,200 ₹45,200 | 1,00,000 ₹1,00,000 | 80,000 ₹80,000 | 35,000 ₹35,000 Lowest | 1,05,000 ₹1,05,000 | 1,00,000 ₹1,00,000 | 1,15,201.52 ₹1,15,201.52 | 51,000 ₹51,000 | 5,00,000 ₹5,00,000 |
| 2.00 | 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. | 316.42 | cum | 103.49 ₹32,745.67 | 358 ₹1,13,278.36 | 380 ₹1,20,239.6 | 130 ₹41,134.6 | 370 ₹1,17,075.4 | 419 ₹1,32,579.98 | 399.13 ₹1,26,294.2 | 100 ₹31,642 Lowest | 450 ₹1,42,389 |
| 3.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications) | 327.06 | cum | 2,094.4 ₹6,84,994.46 | 2,261 ₹7,39,482.66 | 2,500 ₹8,17,650 | 1,830 ₹5,98,519.8 Lowest | 2,115 ₹6,91,731.9 | 2,380 ₹7,78,402.8 | 2,263.38 ₹7,40,261.06 | 2,100 ₹6,86,826 | 2,400 ₹7,84,944 |
| 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 | 56.94 | cum | 3,629.12 ₹2,06,642.09 | 3,918 ₹2,23,090.92 | 3,500 ₹1,99,290 | 3,000 ₹1,70,820 Lowest | 3,670 ₹2,08,969.8 | 4,124 ₹2,34,820.56 | 3,922.3 ₹2,23,336.01 | 4,000 ₹2,27,760 | 4,200 ₹2,39,148 |
| 5.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped
Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval,
having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions,
edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work
includes filling boulders in the gabions). | 4 | nos | 7,216 ₹28,864 | 8,118 ₹32,472 | 7,000 ₹28,000 | 4,800 ₹19,200 Lowest | 7,600 ₹30,400 | 8,544 ₹34,176 | 8,125.82 ₹32,503.28 | 8,400 ₹33,600 | 8,544 ₹34,176 |
| 6.00 | 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) | 23.63 | cum | 935.44 ₹22,104.45 | 1,010 ₹23,866.3 | 1,000 ₹23,630 | 600 ₹14,178 | 940 ₹22,212.2 | 1,063 ₹25,118.69 | 1,011.2 ₹23,894.62 | 500 ₹11,815 Lowest | 1,063 ₹25,118.69 |
| 7.00 | 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 | 82.74 | cum | 4,002.24 ₹3,31,145.34 | 4,321 ₹3,57,519.54 | 3,800 ₹3,14,412 | 3,000 ₹2,48,220 Lowest | 4,047 ₹3,34,848.78 | 4,548 ₹3,76,301.52 | 4,325.24 ₹3,57,870.61 | 4,000 ₹3,30,960 | 4,548 ₹3,76,301.52 |
| 8.00 | 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) | 35.3 | cum | 6,636.08 ₹2,34,253.62 | 6,321 ₹2,23,131.3 | 5,800 ₹2,04,740 | 3,500 ₹1,23,550 Lowest | 5,920 ₹2,08,976 | 6,654 ₹2,34,886.2 | 6,328.14 ₹2,23,383.49 | 6,000 ₹2,11,800 | 6,654 ₹2,34,886.2 |
| 9.00 | Retaining walls/ Breast walls Construction of Retaining walls/Breast walls in cement mortar 1:5 as per drawing and technical specifications clause 1604. Stone masonary in cement mortar 1:5 | 74.54 | cum | 4,092.88 ₹3,05,083.28 | 4,419 ₹3,29,392.26 | 4,000 ₹2,98,160 | 3,000 ₹2,23,620 Lowest | 4,138 ₹3,08,446.52 | 4,651 ₹3,46,685.54 | 4,423.86 ₹3,29,754.66 | 3,800 ₹2,83,252 | 4,651 ₹3,46,685.54 |
| 10.00 | Plain/ reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,807,1202 & 1204(For height upto 5 m) R.C.C. grade M 25 | 6.2 | cum | 7,773.92 ₹48,198.3 | 7,851 ₹48,676.2 | 7,900 ₹48,980 | 4,500 ₹27,900 Lowest | 7,350 ₹45,570 | 8,264 ₹51,236.8 | 7,859.25 ₹48,727.38 | 7,000 ₹43,400 | 8,264 ₹51,236.8 |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
16 Jul 2026, 12:00 pmClosed
EE CD PWD Pabau
EE CD PWD Pabau
Rajya Yozna ke Antargat Janpad Pauri Garhwal ke Vidhansabha Chatra Chubattakhal ke Vikaskhand Pabau ke Antargat Pabou gadigoun Pinani damdewal Motor marg ke km 32 awam 33 mai Sudharikaran awam Damrikaran ka karya.
2026_pwd_97000_3
1059/12AC dated 22-06-2026
Open Tender
Civil Works - Roads
Item Wise
270 days
EE CD PWD Pabau
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Yes
EE CD PWD Pabau
₹2.0 L
Yes
17 Jul 2026
27 Jun 2026
17 Jul 2026
30 Jun 2026
16 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in hill side cutting for construction for constrction of road in all types of soils & rocks met at site as per plan & L section including uprooting & cutting of bushes dressing of road surface to repuired level and slopes also including all lead slopes also including all lesd lifts and safe disposal of surplus excavated matrial in charge including slip clearsnce during hill side cutting. | 1 | Job | - | - |
| 2 | 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. | 316.42 | cum | - | - |
| 3 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications) | 327.06 | 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 | 56.94 | cum | - | - |
| 5 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped
Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval,
having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions,
edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work
includes filling boulders in the gabions). | 4 | nos | - | - |
| 6 | 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) | 23.63 | cum | - | - |
| 7 | 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 | 82.74 | cum | - | - |
| 8 | 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) | 35.3 | cum | - | - |
| 9 | Retaining walls/ Breast walls Construction of Retaining walls/Breast walls in cement mortar 1:5 as per drawing and technical specifications clause 1604. Stone masonary in cement mortar 1:5 | 74.54 | cum | - | - |
| 10 | Plain/ reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,807,1202 & 1204(For height upto 5 m) R.C.C. grade M 25 | 6.2 | cum | - | - |
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