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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-Finance TANAKPUR ROAD PITHORAGARH UTTARAKHAND | ₹2.7 Cr | L1 | Accepted-Finance Secound time tender one bid is L1 Bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified As Per Attachement |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per previous |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per previous |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per previous |
| Sl No | Description | Qty | Unit | G. S. Matiyani And Sons L1 |
|---|---|---|---|---|
| 1.00 | Earth work in hill road (hill side cutting/filling): Excavation in hilly area for construction of road in all types of soils & rocks with E & B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/manual means indicated in the drawing without damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge | 1 | JOB | 33,76,350 ₹33.8 L |
| 2.00 | Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m
lead but excluding compaction ground supporting embankment subgrade
replacement by suitable soil, which shall be paid separately as per Clause 303.5.2
as per Technical Specification Clause 302.3.11 | 14,365.24 | CUM | 54.5 ₹7.8 L |
| 3.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. wire conforming to IS: 280 & IS: 4826 in 100 mm × 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 Kg each as per drawing and technical specification of and as directed by Engineer in charge | 843.75 | CUM | 1,944 ₹16.4 L |
| 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 | 1,111.7 | CUM | 405 ₹4.5 L |
| 5.00 | 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 | 2,475.4 | CUM | 2,375 ₹58.8 L |
| 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) | 849 | CUM | 1,044 ₹8.9 L |
| 7.00 | 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 | 554.4 | CUM | 3,987 ₹22.1 L |
| 8.00 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing of
sides and bottom and backfilling in trenches with excavated suitable material.
11-1-1 Ordinary soil
11-1-1-1 Upto 3 m depth | 1,676.7 | CUM | 405 ₹6.8 L |
| 9.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as
per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 10
Nominal mix 1:3.6 (Hand mixing) | 187.18 | CUM | 6,111 ₹11.4 L |
| 10.00 | 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 | 591.38 | CUM | 4,077 ₹24.1 L |
Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
27 Apr 2026, 6:00 pmClosed
Superintending Engineer, RWD, Circle Pithoragarh
Office of Superintending Engineer, RWD, Circle Pithoragarh
Construction of a Rural Motor Road from Badalu ANM, Bartiyakot, in Munakot Development Block, Didihat Assembly Constituency, Pithoragarh District (Stage-1) Length 4.00 km
2026_RES_94122_1
27/2026-27/ Dated 10-04-2026
Open Tender
Civil Works - Roads
450 days
BARTIYAKOT MUNAKOT
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
0515008000100 (EE RWD PITHORAGARH)
₹5.5 L
PITHORAGARH
22 May 2026
10 Apr 2026
28 Apr 2026
10 Apr 2026
27 Apr 2026
18 Apr 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in hill road (hill side cutting/filling): Excavation in hilly area for construction of road in all types of soils & rocks with E & B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/manual means indicated in the drawing without damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge | - | JOB | - | - | itemH1Code1 |
| 2 | Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m
lead but excluding compaction ground supporting embankment subgrade
replacement by suitable soil, which shall be paid separately as per Clause 303.5.2
as per Technical Specification Clause 302.3.11 | - | CUM | - | - | code1.02 |
| 3 | Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. wire conforming to IS: 280 & IS: 4826 in 100 mm × 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 Kg each as per drawing and technical specification of and as directed by Engineer in charge | - | CUM | - | - | itemH1Code2 |
| 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 | - | CUM | - | - | itemH1Code3 |
| 5 | 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 | - | CUM | - | - | itemH1Code4 |
| 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) | - | CUM | - | - | itemH1Code5 |
| 7 | 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 | - | CUM | - | - | itemH2Code1 |
| 8 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing of
sides and bottom and backfilling in trenches with excavated suitable material.
11-1-1 Ordinary soil
11-1-1-1 Upto 3 m depth | - | CUM | - | - | itemH2Code2 |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as
per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 10
Nominal mix 1:3.6 (Hand mixing) | - | CUM | - | - | itemH2Code3 |
| 10 | 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 | - | CUM | - | - | itemH1Code1 |
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