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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.9 CrAccepted-AOC WESTON ARCADE NO VI 723C MARKET P O VELLOORKUNNAM MUVATTUPUZHA 686673 | MUVATTUPUZHA | ERNAKULAM | KERALA | 686673 | L1 | Accepted-AOC Agreement executed by L1 | |
| 2 | L2₹35.2 Cr+₹1.3 Cr (3.85%)Rejected-AOC | L2 | Rejected-AOC Agreement executed by L1 | |
| 3 | L3₹35.5 Cr+₹1.6 Cr (4.73%)Rejected-AOC | L3 | Rejected-AOC Agreement executed by L1 | |
| 4 | L4₹42.2 Cr+₹8.3 Cr (24.5%)Rejected-Finance KANNUR | KERALA | 670001 | L4 | Rejected-Finance L1 L2 admitted |
Tender Value
₹31.3 Cr
EMD Value
₹5 L
Closing Date
25 Jun 2022, 4:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD Bridges , North Circle, Thondayad,Kozhikode 17
GENERAL Construction of a new bridge across Periyar river parallel to the existing Sri Sankaracharya bridge at Kalady,Ernakulam PSC Girder and Slab Bridge type General Civil work
2022_PWD_493353_1
TR/BR/2020/2287/1
Open Tender
Civil Works - Bridges
Item Rate
720 days
Kalady
Please refer Tender documents.
8 documents required · 8 mandatory
₹19,518
Yes
₹5 L
Yes
Office of the Superintending Engineer, PWD Bridges
22 Oct 2022
4 Jun 2022
27 Jun 2022
4 Jun 2022
25 Jun 2022
4 Jun 2022
14 Jun 2022
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BRIDGE PROPER | |||||
| 1.001 | 12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location | - | metre | - | - |
| 1.002 | OD86626/2021-2022:Formation of temporary island of size (15mx13m) using coconut wood of 200mm to 300mm diameter driving down to an average depth of 3.00m and for an average height of 4.50m (total height of 7.50m) with full grown coconut piles at 60cm c/c, full grown coconut wood horizontal at 100cm c/c tied with coir yarn and wire rope, providing screening using new bamboo matt thatties with 1/6th bamboo reepers on sides and filling inner portion for forming island with contractor's own earth cut and conveyed from outside and spreading in layers compacting with rammer with all leads and lifts involved etc. maintaining the bund throughout the period of construction and dismantling and removing the bund after completion of work etc. complete as per the direction of the departmental officers at site | - | each | - | - |
| 1.003 | OD86931/2021-2022:Formation of temporary island of size (15mx13m) using coconut wood of 200mm to 300mm diameter driving down to an average depth of 3.00m and for an average height of 2.50m (total height of 5.50m) with full grown coconut piles at 60cm c/c, full grown coconut wood horizontal at 100cm c/c tied with coir yarn and wire rope, providing screening using new bamboo matt thatties with 1/6th bamboo reepers on sides and filling inner portion for forming island with contractor's own earth cut and conveyed from outside and spreading in layers compacting with rammer with all leads and lifts involed etc. maintaining the bund throughout the period of construction and dismantling and removing the bund after completion of work etc. complete as per the direction of the departmental officers at site | - | each | - | - |
| 1.004 | OD86936/2021-2022:Providing shoring with MS sheets for protecting the sides of exisating road for a height of.00m to 6.00m using 6mm thick MS sheet .50m wide stiffness on edges with 50*50*6 mm M S angles on either side one after another in lines and levels with suitable pile driving equipment's for a depth 0.50m below the bottom of proposed excavation 0.50m above ground level suitably braced by horizontal wailing pieces of 150*75*8 angles on either side at intervals not exceeding 1.50m interval and horizontal screw type jack strut at 1.50m interval and maintaining the shoring thought the period of construction and removing the some after completion work etc. | - | per sqm | - | - |
| 1.005 | OD33381/2021-2022:Providing casing pipe of 1200mm inner dia made out of 6mm thick M.S. plate used for
casting in-situ bored piles and erecting at site in lines and levels and driving down to the required depth including
cost and conveyance of all materials, all fabrication charges and welding charges with all leads and lifts etc.
complete according to the necessity at site as directed by the deptl. officers. 12.22 MoRTH 1200 & 1900 | 0.4 | MT | - | - |
| 1.006 | OD99027/2021-2022:Bored cast-in-situ M40 grade R.C.C. Pile 1200mm dia Using Rotary boring including 1500mm socketing in hard rock using diamond core bit/ core barrel - (hydraulic rotary type piling ) with Batching plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m. Pile diameter-1200 mm. Since existing bridge is having masonry well foundation and the proposed alignment is very close to the existing bridge, percussion type of piling is to be avoided in order to avoid any damages to the existing bridge. So Hydraulic rotary type of piling shall be used. | 0.4 | metre | - | - |
| 1.007 | OD51818/2021-2022:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and
Technical Specification. R C C Grade M40 - Using Batching plant, Transit Mixer and Concrete pump | 1 | cum | - | - |
| 1.008 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.4 | MT | - | - |
| 1.009 | 12.1.B.1: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. Ordinary Soil - Depth upto 3m - Mechanical Means | 0.8 | cum | - | - |
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