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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹1.9 Cr | L1 | Accepted-AOC Lowest Value |
| 2 | L2₹2.1 Cr+₹20.4 L (10.8%)Rejected-Finance | ₹2.1 Cr+₹20.4 L (10.8%) | L2 | Rejected-Finance High Value |
| 3 | L3₹2.2 Cr+₹27.4 L (14.5%)Rejected-Finance BEHIND WATER WORKS ST NO 4 JAIN NAGRI ROAD ABOHAR | ₹2.2 Cr+₹27.4 L (14.5%) | L3 | Rejected-Finance Highest Value |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
13 Mar 2024, 11:00 amClosed
DRAINAGE CUM MINING OFFICER ZILA PARISHAD COMPLEX
XEN, DRAINAGE CUM MINING OFFICER ZILA PARISHAD COMPLEX MANSA
Construction of Steel Footbridge with 3m carriageway with overall length of 94m over River Ghaggar RD.319500 in village sardulagrh, District Mansa
2024_WR_118705_1
31/2023-24 dated 26-02-2024
Open Tender
Civil Works - Bridges
Item Rate
180 days
Sardulgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹3.6 L
Yes
DRAINAGE CUM MINING OFFICER ZILA PARISHAD COMPLEX
29 Apr 2024
26 Feb 2024
13 Mar 2024
26 Feb 2024
13 Mar 2024
26 Feb 2024
4 Mar 2024
Amount
Dismantling brick work tile, masonry or tile lining In cement
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marked as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.(RCC Np3 1400mm i/d pipe)
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. Mannual means depth upto 3m
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification granular material .
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) (The rates are for estimate purpose only) Initial and routine load test
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) (The rates are for estimate purpose only) Lateral load test
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
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
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 meter 750mm
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 M 30 Hight Upto 5m using Batching plant, Transit Mixer and Concrete Pump
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M 35 Hight Upto 5m using Batching plant, Transit Mixer and Concrete Pump
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 Disposal/carraige from 0 upto 450 m
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 Disposal/carraige additional beyond 450 m upto 1 km pacca
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 Disposal/carraige for every additional Km upto 5km Pacca
Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. For plates and trussed girders etc. for bridge of span more than 15 meters but upto 30 mts. span including cost of all machinery i.e hydra crane etc
Nuts and bolts of all sizes and lenth required
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete
Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings.
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
Applying priming coat with metal primer on new steel or iron work including preparation of surface.
Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.
Rehanding of each work using Hydraulic Excavator
Design Consultency Charges @165000+18% GST
GURINDER PAL SINGH CONTRACTORS
M/s Khara Contractors
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