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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹43.7 LAccepted-AOC ABOHAR | 1 | Accepted-AOC Lowest bid | |
| 2 | 2₹45.1 L+₹1.4 L (3.23%)Rejected-AOC BEHIND WATER WORKS ST NO 4 JAIN NAGRI ROAD ABOHAR | 2 | Rejected-AOC Highest bid |
Tender Value
Refer Docs
EMD Value
₹82,760
Closing Date
30 Dec 2024, 9:00 amClosed
Executive Engineer Rajasthan Feeder Division FZR
Executive Engineer Rajasthan Feeder Division FZR
Reconstruction of W.C. Crossing of Outlet RD 56900/R of Panjawa on Abul Khurana Drain at RD 32800
2024_WR_131678_2
08/Rajasthan/FZR/2024-25
Open Tender
Civil Works
Item Rate
75 days
Executive Engineer Rajasthan Feeder Division FZR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹82,760
Yes
14 Jan 2025
21 Dec 2024
30 Dec 2024
21 Dec 2024
30 Dec 2024
21 Dec 2024
Dismantling concrete Reinforced cement concrete
Dismantling brick work tile, masonry or tile lining In cement
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. (Rehandling)
Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications
levelling course for pile cap. Providing and laying of PCC M 15 laveiling course 100mm thick below the pile cap.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump Up to 5.00 mt. height
Plain/Reinforced cement concrete in Super-structure complete as per drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump Up to 5.00 mt. height
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
Cement Plaster 12.5 mm thick 1:4
Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in MOST Drg. No SD/200.
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications
Providing and laying bituminous macadam 80mm to 100mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.30%, laid over a previously prepared surface with paver finisher mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications.
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil,grease, effloroscence and applying paint @ of 1 Litre for 2sqm
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer‘s instructions for installation.
Vertical load testing of piles in accordance with IS 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge.( on test pile)
Lateral load testing of piles in accordance with IS 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge.( on test pile)
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads (with lead upto 8.59 km (i/c Ist 450mtr and last 0.54 km katcha (Source of earth to be arranged by agency itself)
(21.22) Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. pile dia (750mm) meter-1000mm
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 excavated surplus soil. In Ordinary soil Mechanical means depth 3m to 6m
Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M 30. Using Batching Plant, Transit Mixer and Concrete Pump
First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth
First class burnt brick work laid in cement sand mortar 1:4 in foundation and Plinth (for 80MM thick wearing coarse )
Making dewatering arrangement by pumping set 4 *4 (Tractor driven)
M/s Khara Contractors (BID ID -607338)
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