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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2,200.36Accepted-AOC 5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹2,200.36 Quoted ₹22.0 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹22.5 Cr+₹47.2 L (2.14%)Rejected-Finance HOTEL VIJAY PALACE KEDARNATH ROAD TILWARA RUDRAPRAYAG | TILWARA | RUDRAPRAYAG | UTTARAKHAND | ₹22.5 Cr+₹47.2 L (2.14%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | L3₹22.5 Cr+₹48.3 L (2.19%)Rejected-Finance 07 PRIYALOK COLONY PHASE 01 GMS ROAD DEHRADUN UTTARAKHAND | ₹22.5 Cr+₹48.3 L (2.19%) | L3 | Rejected-Finance BID IS NON RESPONSIVE |
| 4 | L4₹22.9 Cr+₹92.3 L (4.19%)Rejected-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹22.9 Cr+₹92.3 L (4.19%) | L4 | Rejected-Finance BID IS NON RESPONSIVE |
| 5 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S DALIP SINGH ADHIKARI L4 | Doon Associates L1 | KBM Infrabuild Private Limited L3 | m/s vijay builders L2 |
|---|---|---|---|---|---|---|---|
| 1.00HILL SIDE CUTTING | |||||||
| 2.00 | Earth work in Hill Road (Hill Side Cutting):- Excavation in Hilly area for construction of road in all types of soils, rocks and E&B etc. as met at site true to lines as per plan, L section Cross Slope, super elevation as required also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all lifts & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014.(with including 25 nos Pssing Places) | 1 | Job | 1,57,00,000 ₹1,85,26,000 | 1,52,50,000 ₹1,79,95,000 | 1,52,90,929.69 ₹1,80,43,297.03 | 1,51,97,929.69 ₹1,79,33,557.03 Lowest |
| 3.00 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 3,832.4 | Cum | 70.38 ₹3,18,274.69 | 68 ₹3,07,511.78 Lowest | 69 ₹3,12,034.01 | 69 ₹3,12,034.01 |
| 4.00 | 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 | 5,959.74 | Cum. | 458.9 ₹32,27,211.13 | 430 ₹30,23,972.08 Lowest | 449.9 ₹31,63,918.69 | 449.9 ₹31,63,918.69 |
| 5.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 4,857.09 | Cum. | 4,804.91 ₹2,75,38,698.77 | 4,490 ₹2,57,33,834.24 Lowest | 4,710.7 ₹2,69,98,746.76 | 4,710.7 ₹2,69,98,746.76 |
| 6.00 | Random Rubble Masonry laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t & p & royalty etc, required for proper completion of work. MORD specifications) | 7,843.68 | Cum. | 2,461.77 ₹2,27,85,016.61 | 2,400 ₹2,22,13,301.76 Lowest | 2,413.5 ₹2,23,38,251.58 | 2,413.5 ₹2,23,38,251.58 |
| 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) | 2,034.26 | Cum. | 1,124.14 ₹26,98,415.79 | 1,060 ₹25,44,452.41 Lowest | 1,102.1 ₹26,45,510.38 | 1,102.1 ₹26,45,510.38 |
| 8.00 | 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 directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. | 1,679.5 | Cum | 4,551.55 ₹90,20,307.31 | 4,300 ₹85,21,783 Lowest | 4,462.3 ₹88,43,430.76 | 4,462.3 ₹88,43,430.76 |
| 9.00 | 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) | 330 | No. | 9,051.99 ₹35,24,844.91 | 8,600 ₹33,48,840 Lowest | 8,874.5 ₹34,55,730.3 | 8,874.5 ₹34,55,730.3 |
| 10.00 | Providingand laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280&IS:4826 in 150mmx150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD uttarakhand specifications) GI wire 8 gauge BWG | 2,295 | Cum | 2,259.1 ₹61,17,868.71 | 2,150 ₹58,22,415 Lowest | 2,214.8 ₹59,97,899.88 | 2,214.8 ₹59,97,899.88 |
Tender Value
₹22.6 Cr
EMD Value
₹45.1 L
Closing Date
17 Mar 2026, 1:00 pmClosed
CE URRDA
Opposite IT Park Sahastrdhaara Road Dehradun
UT034215 L093- Rishikesh Badrinath NH to Jaikandi Gwaad MR Stage I And II
2026_CCUK_146600_1
UT034215
National Competitive Bid
Civil Works - Roads
Item Rate
540 days
Karanprayag
Plz refer Tender Document
3 documents required · 3 mandatory
₹5,900
₹45.1 L
SE Office Gaucher
10 Jul 2026
26 Feb 2026
17 Mar 2026
26 Feb 2026
17 Mar 2026
5 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | HILL SIDE CUTTING | - | - | - | - |
| 2 | Earth work in Hill Road (Hill Side Cutting):- Excavation in Hilly area for construction of road in all types of soils, rocks and E&B etc. as met at site true to lines as per plan, L section Cross Slope, super elevation as required also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all lifts & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014.(with including 25 nos Pssing Places) | - | Job | 1,52,97,929.69 | - |
| 3 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | - | Cum | 69 | - |
| 4 | 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 | 1 | Cum. | 449.9 | ₹449.45 |
| 5 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | - | Cum. | 1 | - |
| 6 | Random Rubble Masonry laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t & p & royalty etc, required for proper completion of work. MORD specifications) | - | Cum. | 2,413.5 | - |
| 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) | 1 | Cum. | 1,102.1 | ₹1,101 |
| 8 | 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 directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. | - | Cum | 4,462.3 | - |
| 9 | 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) | - | No. | - | - |
| 10 | Providingand laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280&IS:4826 in 150mmx150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD uttarakhand specifications) GI wire 8 gauge BWG | - | Cum | 2,214.8 | - |
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