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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹1.6 Cr | L1 | Accepted-AOC TENDER AWARDED TO CONTRACTOR M/S PARIHAR CONSTRUCTION |
| 2 | L2₹1.6 CrRejected-AOC TANAKPUR ROAD PITHORAGARH UTTARAKHAND | ₹1.6 Cr | L2 | Rejected-AOC TENDER NOT AWARDED TO |
| Sl No | Description | Qty | Unit | G. S. Matiyani And Sons L2 | PARIHAR CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Slip Clearance by manual means of loose earth and other small loose materials including disposal at directed by Engineer in charge. | 750 | CUM | 265 ₹2.0 L | 260 ₹1.9 L |
| 2.00 | Dismantling of existing Cement Concrete structures By Manual Means like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m For boundry Wall Ch 375.00 to 550.00 m. | 175 | CUM | 688 ₹1.2 L | 685 ₹1.2 L |
| 3.00 | Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps 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 | 1,156 | CUM | 446 ₹5.2 L | 445 ₹5.1 L |
| 4.00 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | 181 | CUM | 6,348 ₹11.5 L | 6,345 ₹11.5 L |
| 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 (1:4) | 1,012 | CUM | 4,970 ₹50.3 L | 4,970 ₹50.3 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 ) | 82 | CUM | 1,097 ₹89,954 | 1,095 ₹89,790 |
| 7.00 | Pointing with cement mortar (1:3) on Stone masonry including cost of all materials ,royality.t&p etc. complete. | 2,100 | SQM | 92 ₹1.9 L | 92 ₹1.9 L |
| 8.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25 (0.00 to 375 m) | 597 | CUM | 8,395 ₹50.1 L | 8,395 ₹50.1 L |
| 9.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) | 46 | MT | 68,298 ₹31.4 L | 67,295 ₹31.0 L |
| 10.00 | Dismantling of existing brick masonry structures in Cement mortar by manual means including its disposal,labour and T&P For boundry Wall Ch 375.00 to 550.00 m | 2.7 | CUM | 465 ₹1,255.50 | 465 ₹1,255.50 |
Tender Value
Refer Docs
EMD Value
₹3.7 L
Closing Date
11 Feb 2026, 1:00 pmClosed
SUPRIENTENDING ENGINEER
CANAL COLONY LOWER MALL ROAD ALMORA
Water Drainage of Dungaad Nala Protection of Residential Building at Mandalsera Area in Block / District Bageshwar
2026_IRDCE_90998_1
01/SE/2025-26
Open Tender
Civil Works - Others
270 days
MANDALSERA BAGESHWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
E.E ID BAGESHAR
₹3.7 L
OFFICE OF THE S.E IWC ALMORA
10 Apr 2026
15 Jan 2026
11 Feb 2026
16 Jan 2026
11 Feb 2026
16 Jan 2026
28 Jan 2026
Slip Clearance by manual means of loose earth and other small loose materials including disposal at directed by Engineer in charge.
Dismantling of existing Cement Concrete structures By Manual Means like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m For boundry Wall Ch 375.00 to 550.00 m.
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps 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
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
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 (1:4)
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 )
Pointing with cement mortar (1:3) on Stone masonry including cost of all materials ,royality.t&p etc. complete.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25 (0.00 to 375 m)
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructruecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
Dismantling of existing brick masonry structures in Cement mortar by manual means including its disposal,labour and T&P For boundry Wall Ch 375.00 to 550.00 m
Brick masonry work in 1:5 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification For boundry Wall Ch 375.00 to 550.00 m
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
Providing fitting and fixing mild Steel for Silt Colleting Chambers Frame Size 2 m X 1.50 m per 20 meter c/c distance
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