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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.2 CrAccepted-Finance CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹2.2 Cr | L-1 | Accepted-Finance PRICE QUOTED LOW |
| 2 | L-2₹2.2 Cr+₹3.8 L (1.74%)Rejected-Finance | ₹2.2 Cr+₹3.8 L (1.74%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
18 Jun 2020, 5:00 pmClosed
SE IRRIGATION WORKS CIRCLE DEHRADUN
OFFICE OF SUPERINTENDING ENGINEER IRRIGATION WORKS CIRCLE DEHRADUN
Construction of 5.700 km long hill (Marlho, Sawai and Kothi Astad) canal in tribal block Kalsi district Dehradun.
2020_IRDCE_24053_1
02/SE/2020-21
Open Tender
Civil Works
Item Rate
365 days
TRIBAL BLOCK KALSI DISTRICT DEHRADUN
AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION KALSI
₹4.4 L
IRRIGATION WORKS CIRCLE DEHRADUN
8 Jul 2020
3 Jun 2020
25 Jun 2020
3 Jun 2020
18 Jun 2020
9 Jun 2020
6 Jun 2020
Amount
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. Ordinary soil-up to 3 M depth.
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. Ordinary rock (not requiring blasting) Upto 3 m depth
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. Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m depth in hard
Random rubble stone Masonary laid dry in breast walls, retaining walls, parapets, scupper etc .Including supply of all materials, labour, T&P & royality etc required for proper completion of work(As per PWD Uttarakhand Specifications)
Random rubble stone Masonary laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scupper etc .Including supply of all materials, labour, T&P & royality etc.(As per PWD Uttarakhand Specifications)
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)
Plastering with cement mortar (1:4), 15 mm thick on Stone masonry/Brick masonry as pertechnical specification Clauses 613.4 & 1204
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 20 Nominal mix 1:2:4 (Hand mixed)
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)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20
Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
Parag Jain
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