Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 CrAccepted-AOC 357 KOTKAPURA ROAD STREET NO 8 MUKTSAR PUNJAB 152026 | SRI MUKTSAR SAHIB | PUNJAB | 152026 | ₹2.8 Cr | 1 | Accepted-AOC Lowest bid |
| 2 | 2₹2.8 Cr+₹1.5 L (0.54%)Rejected-AOC | ₹2.8 Cr+₹1.5 L (0.54%) | 2 | Rejected-AOC Higher bid |
| 3 | 3₹3.0 Cr+₹18.5 L (6.55%)Rejected-AOC BEHIND WATER WORKS ST NO 4 JAIN NAGRI ROAD ABOHAR | ₹3.0 Cr+₹18.5 L (6.55%) | 3 | Rejected-AOC Highest bid |
Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
30 Dec 2024, 9:00 amClosed
Executive Engineer Rajasthan Feeder Division FZR
Executive Engineer Rajasthan Feeder Division FZR
Concrete Lining of Arniwala Disty RD 32000-36000 and Reconstruction of V.R.Bridge RD 33350
2024_WR_130344_11
07/Rajasthan/FZR/2024-25
Open Tender
Civil Works - Canal
Item Rate
60 days
Executive Engineer Rajasthan Feeder Division FZR
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹5.5 L
Yes
16 Jan 2025
21 Dec 2024
30 Dec 2024
21 Dec 2024
30 Dec 2024
21 Dec 2024
Jungle clearance on running canals and branches, and drains with discharge more than 9 cum/s. Heavy
Dismantling brick work, tile masonry or tile lining in cement.
Dismantling concrete.Reinforced cement concrete
Dressing of Earthwork. New work of remodeling
Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
Dressing of dowels along water carrying channel in additio to payment for dressed earth work
Earthwork Excavation from canal 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.
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification
Putting 1:3 ( Cement:water) cement slurry with cement @ 2.25 kg/sqms on prepared bed and side slopes before laying concrete on bed and side slopes.
Filling expansion joints with special impervious hot pour 12.5 mm wide.
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.0 mtr depth
Cement concrete lining 10 cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km. computerised Batching & Mixing plant mixed concrete lining on bed and on side slopes, upto vertical height 2 mtr.
Cement concrete lining 10 cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km. computerised Batching & Mixing plant mixed concrete lining on bed and on side slopes, upto vertical height 2 mtr but upto 3.5 mtr.
Silt clearance of channels undressed and disposal of the same complete in all respect, as per instructions of the Engineer incharge including all leads & lifts, loading & unloading at proper place to be arranged by the agency/contractor himself.Disposal/carriage from 0 to 450m
Filling Contraction Joint with sealing compound complete in all respect
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. (Mechanical Means ,depth upto 3 mtr)
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 deleteriousmatter, dressing of sides and bottom and backfilling with excavated surplus soil. (Mechanical means , depth from 3 to 6 mtrs)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
Plain/Reinforced Cement Concrete in sub Structure complete as per drawing and technical specifications. RCC grade M25 height upto 5 Mtr with batching plan, transit mixer and Concrete pump
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Construction of Embankment with Earth obtaine dfrom 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 Specification
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling
Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction
Extra for rolling to specifications
Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.
Drainage Spouts complete as perdrawing no. SD/205 andTechnical specification with 0.6meter long GI 100 mm dia drainageGI light grade pipe (For Bridges)
Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification. RCC grade M25 Using concrete mixer for solid slab superstructure including centering and shuttering height upto 5 mtr
Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification. RCC grade M30 for solid slab using concrete mixer for solid slab superstructure including centering and shuttering height upto 5 mtr
Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification. RCC grade M40 for using concrete mixer for solid slab superstructure including centering and shuttering height upto 5 mtr
Providing and laying, jointing, fixing testing ISI marked G.I Pipe ( as per IS 1239) Bclass including cost of specials such astees, bends sockets elbow etc, cutting threading and testing in trenches in the ground complete. In Crash Barrier 65 mm i/d
Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)
Polythene films/sheet of 100,125,150,200,250 micron
Extra bitumen painting at 0.69 Kg. per Sqm.
Making dewatering arrangement by pumping set 4” x 4” (tractor driven)
Providing & Fixing Distance Marks
Providing & Fixing Outlets (Non patrol bank)
Providing & Fixing Outlets (Patrol bank)
Providing & Fixing Boundary Pillar
Providing safety ladders on side slopes of lining in cement concrete M-15 including fixing iron rungs 25 mm diameter of steel having anti-corrosive properties supported with 10 mm dia longitudinal bars, dismantling of existing lining, excavation of earth and disposal of earth and dismantled material with all leads & lifts at disposal site to be arranged by agency himself, including supply and carriage of cement at site of work, supply & carriage of steel, bending, binding and placing in position , supply & carriage of coarse sand and shingle from approved quarry & curing complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.
Deduct E.C. Bags
Old Bricks
Old Bricks bats
Old steel
Excavation of soil using hydraulic Excavator and tractor trolly I/C cutting and loading in trolly and transporting to the embankments location with all lifts and leads.
GURINDER PAL SINGH CONTRACTORS (BID ID -607528)
M/s Khara Contractors (BID ID -607551)
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .