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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC 107 KRISHNA COLONY MALOUT DISTRICT SRI MUKTSAR SAHIB | MALOUT | SRI MUKTSAR SAHIB | ₹1.8 Cr | L1 | Accepted-AOC Award of Contract the Dinesh Kumar Garg Contractor by the committee for the Lower Bidder than others |
| 2 | L2₹2.0 Cr+₹18.3 L (10.2%)Rejected-Finance HOUSE NO 20683 GALI NO 26 AJIT ROAD BATHINDA | BATHINDA | BATHINDA | PUNJAB | ₹2.0 Cr+₹18.3 L (10.2%) | L2 | Rejected-Finance Higher tender rates from the lowest bidder |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
15 Jan 2025, 1:00 pmClosed
Executive Engineer, Abohar Canal and Ground Water
Executive Engineer, Abohar Canal and Ground Water Division Water Resources, Abohar
Construction of Head Regulator of Arniwala Disty off-taking 492100 of Abohar Branch
2024_WR_129934_19
E-Tendering Notice No.17/Abohar Canal Ground Water Division /2024-25 Dated 14/11/2024
Open Tender
Civil Works - Canal
Item Rate
Sri Muktsar Sahib
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Yes
₹3.5 L
Yes
Executive Engineer, Abohar Canal and Ground Water
4 Mar 2025
9 Jan 2025
15 Jan 2025
9 Jan 2025
15 Jan 2025
9 Jan 2025
11 Jan 2025
Excavation of soil using Excavator and hydraulic tractor trolly i/c cutting and loading in trolly and transporting to the embankment all locations including all lifts and leads, excluding royalty.
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 B Mechanical Means a Depth upto 3 m
Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. (Rehandling of earth)
Dismantling Cement concrete plain 1:3:6 mix.
Dismantling brick work, tile masonry or tile lining (in cement mortar).
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Laying Reinforced cement concrete (M-20) with using batching plant, transit mixer and concrete pump in Sub structure, complete as per drawing and Technical specifications. (Height upto 5 m)
Providing & Laying Plain/Reinforced cement concrete M-25 mixed in Batching & Mixing Plant and transported to the site, complete in all respects. (Height upto 5.0 m)
Filling expansion joints with special impervious hot pour 12.5 mm wide including supply and carriage all material complete in all respect.
Filling shingle in Barrier around PCC blocks of size 600 x 600 x 300 mm (Qty of Blocks).
Filling shingle in Barrier around PCC blocks of size 600 x 600 x 300 mm (Qty of shingles).
Graded Filter
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specifications.
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling of drains for disposal of water as per the instructions of the Engineer-in-charge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjacent ground to be carried away by flowing water and to prevent clogging of the system. (Making Bore & installation of pumping set for dewatering arrangement complete in all respect).
Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling of drains for disposal of water as per the instructions of the Engineer-in-charge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjacent ground to be carried away by flowing water and to prevent clogging of the system. (Providing running & maintenance of pumping set 8 H.P/Generator set for dewatering arrangement complete in all respect).
Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering.
Sub Estimate of Lining of Abohar Branch
Excavation of soil using Excavator and hydraulic tractor trolly i/c cutting and loading in trolly and transporting to the embankment all locations including all lifts and leads, excluding royalty.
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications.
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 1.50 to 3.0 mtr depth.
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 3.0 to 4.5 mtr depth. (As per Earthwork statement)
Earthwork excavation in foundation, 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 side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern in 1:3 cement sand mortar over 10mm thick cement plaster 1:3 over 12.50 mm thick cement plaster in 1:5 on sub grade.
Laying brick on edge coping 550mm wide and 115mm thick in cement sand mortar 1:3
Extra allowance for providing templates in curved portions of lining.
Extra allowance for scaffolding in lining for side slopes only.
Sub Estimate for Gates & Gearing System at Head Regulator
Providing & fixing in position of flat/wedge seal including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge. (75 mm dia x 10 mm th.)
Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge. (100/44 x 10mm)
Supply, Providing and fixing of MS Bolts & Nuts (for seals of all types) with washer of all sizes and length required as per sample / drawing / direction of Engineer-In charge complete in all respects.
Supply, Providing and fixing of CSK Screw (for seals of all types) with washer of all sizes and length required as per sample / drawing / direction of Engineer-In charge complete in all respects.
CI Housing Cover with worm and worm wheel assembly, shaft, handle, gun metal bush with triple start threading inside for spindle including labour charge complete in all respects 1.5 Ton capacity
Supply of spindle for hoist machanism including threading and machinning complete in all respects and to entire satisfaction of Engineer in charge 55mm dia
Supply and Fixing of spindle cover.
Fixing and Holding the gate with the help of 35 tonne capacity crane.
Commisioning & testing of Gates at site complete in all respects and to entire satisfaction of Engineer In charge.
Providing & Fixing Clamp Plate complete in all respects.
Supply and fixing of Common Shaft duly machined at site complete in all respects and to entire satisfaction of engineer in charge
Fixing of coupling for common shaft with supply of Spindle shaft coupling rods and cover complete in all respect and to entire satisfaction of Engineer In charge.
Providing Gate wheel assembly complete in all respects to entire satisfaction of Engineer-in-charge (200mm dia.).
Assembling and fixing in position Gate Wheel Assembly complete in all respects and to entire satisfaction of Engineer-in-charge.
Providing & Fixing of Wheel Pin in position complete in all respects and to entire satisfaction of Engineer-in - charge. (upto 75mm/above 75mm)
Providing Spherical Roller Bearing SKF No. 22212-C
Fixing in position of Bearing complete in all respects and to entire satisfaction of Engineer-in - charge.
Providing and fixing Grease Nipple
Painting of gate leaf with synthetic enamel paint and two coats with Anti corrosive Bitumastic paint to give an even shade with special quality paint.
Applying priming coat with metal primer on new steel or iron work including preparation of surface
Providing and Fixing Plates
Providing and Fixing Chequered Plate
Providing and Fixing ISMB 200 x 100 mm
Providing and Fixing ISMC 200 x 75 mm
Providing and Fixing of ISA 65 x 65 x 6mm
Providing and Fixing of MS Square Bar 25 x 25 mm
Providing and Fixing Stainless Steel Flat
Providing and Fixing ISMB 250 x 125 mm
Providing and Fixing of Anchor
Threading of Pins complete in all respects and to entire satisfaction of Engineer-in-Charge (Upto 75mm)
Fillet welding with high strength steel rods complete in all respects (6mm)
Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of engineer in charge
Providing and Fixing SHS
Providing and Fixing GI Pipe 40 N.B.
Supply of multi purpose Synthetic hetiv grease
Supply of Diesel
Supply of Mobil Oil
Providing and Fixing ISMC 150 x 75 mm
Providing and Fixing ISA 100 X 100 x 10 mm
Machining of Anchor Bolt to give shape complete in all respects and to entire satisfaction of Engineer-in-Charge
Providing & Fixing of Pin in position complete in all respects and to entire satisfaction of Engineer-in - charge. (upto 75mm/above 75mm)
Providing & Fixing Oil Seal
Providing & Fixing Oil Ring Cord
Dismantling of Mechanical structure (lumsum).
EARTH WORK (6.19) 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.
Any other item
Ms Pacific Engineers and Builders (BID ID -610642)
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