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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.3 CrAccepted-AOC ADD AVANTIKA COLONY NEAR RICE MILL KAILSA ROAD AMROHA UTTAR PRADESH | AMROHA | UTTAR PRADESH | 244221 | ₹9.3 Cr | L-1 | Accepted-AOC AOC |
| 2 | L-2₹9.9 Cr+₹62.4 L (6.74%)Rejected-Finance VILLAGE MANDOW TEHSIL JOSHIYARA DISTRICT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹9.9 Cr+₹62.4 L (6.74%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
Tender Value
₹10.4 Cr
EMD Value
₹20.8 L
Closing Date
1 Dec 2020, 5:00 pmClosed
SE IRRIGATION WORKS CIRCLE UTTARKASHI
OFFICE OF SUPERINTENDING ENGINEER IRRIGATION WORKS CIRCLE UTTARKASHI
SLOPE STABILISATION ALONG SWARI GAD LAND SLIDE AREA TO PROTECT VILLAGE BARSU UNDER CHIEF MINISTER ANNOUNCMENT (187/2017) IN BLOCK- BHATWARI, DISTRICT- UTTARKASHI
2020_IRDCE_27204_1
06/SE/2020-21
Open Tender
Civil Works
Item Rate
365 days
VILLAGE BARSU BLOCK BHATWARI DISTRICT UTTARKASHI
AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION UTTARKASHI
₹20.8 L
IRRIGATION WORKS CIRCLE UTTARKASHI
10 Nov 2023
31 Oct 2020
3 Dec 2020
2 Nov 2020
1 Dec 2020
2 Nov 2020
6 Nov 2020
Amount
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Supplying and installation of Gabion facia unit with integrated tail as secondary reinforcement of length 2m thatis made of mechanically woven, double twisted, hexagonal shaped wire mesh,Mesh type10x12, havingD=100mm with tolerance of +/-2%, wire dia. ID/OD 2.7/3.7mm, Zn+PVC coated. Size of terramesh 3.00X2.00X0.50 mtr
Providing & backfilling behind Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall I/C leads and lift with in 1-2 km including segregation complete as per drawing and technical specification. Structural backfill
Supplying and laying of High Strength Flexible Geogrids as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with minimum Long term Strength for 120 years design life at 20 degree Celcius, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.
Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stonepitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.)
Providing and laying cement concrete 1:2:4 (1 part cement 2 parts coarse sand and 4 parts 20 mm graded stone ballast) I/C cost of form work supply of all materials,labour and T&P etcrequired for proper complition of work.
Providing & backfilling behind Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall I/C leads and lift with in 1-2 km including segregation complete as per drawing and technical specification. Retained backfill
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m
daya sankar baluni
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tech_bid_open.pdf
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