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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 LAccepted-AOC 107 KRISHNA COLONY MALOUT DISTRICT SRI MUKTSAR SAHIB | MALOUT | SRI MUKTSAR SAHIB | L1 | Accepted-AOC Award of Contract the Dinesh Kumar Garg Contractor by the committee for the Lower Bidder than others | |
| 2 | L2₹36.9 L+₹3.0 L (8.90%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Dinesh Kumar Garg Contractor L1 | SHREE BALA JI TRADING L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling brick work, tile masonry or tile lining (in cement mortar). | 33.81 | cum | 26,709.9 ₹26,709.9 Lowest | 27,419.91 ₹27,419.91 |
| 2.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. (Sandy material) | 158.72 | cum | 2,00,780.8 ₹2,00,780.8 Lowest | 2,31,413.76 ₹2,31,413.76 |
| 3.00 | Plain Cement concrete M10 1:4:8 with Stone aggregate
40 mm gauge mixing by mechanical means using concrete mixer volumetric
type. | 18.45 | cum | 99,666.9 ₹99,666.9 Lowest | 1,02,286.8 ₹1,02,286.8 |
| 4.00 | Plain Cement concrete M15 1:3:6 mixing by mechanical means using concrete mixer volumetric type | 28.46 | cum | 1,63,161.18 ₹1,63,161.18 Lowest | 1,65,324.14 ₹1,65,324.14 |
| 5.00 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | 10.53 | cum | 75,289.5 ₹75,289.5 Lowest | 76,784.76 ₹76,784.76 |
| 6.00 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth | 49.2 | cum | 3,66,884.4 ₹3,66,884.4 | 3,62,013.6 ₹3,62,013.6 Lowest |
| 7.00 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. | 74.09 | cum | 6,19,170.13 ₹6,19,170.13 | 6,13,761.56 ₹6,13,761.56 Lowest |
| 8.00 | Reinforced cement concrete approach slab using M-30 grade concrete , including reinforcement and formwork complete as per drawing and Technical specification. | 7.93 | cum | 77,412.66 ₹77,412.66 | 75,374.65 ₹75,374.65 Lowest |
| 9.00 | Laying RCC (M-40) @ 440 kg mechanically batch mixed using batch type concrete mixr as per IS:1791 & vibrated by needle vibrator but excluding steel reinforcement centering & shuttering in superstructure. (Crash Barrier) | 8.45 | cum | 78,247 ₹78,247 | 75,509.2 ₹75,509.2 Lowest |
| 10.00 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. | 104.35 | qtl | 9,42,071.8 ₹9,42,071.8 Lowest | 9,91,638.05 ₹9,91,638.05 |
Tender Value
₹33.5 L
EMD Value
₹67,040
Closing Date
26 Nov 2025, 1:00 pmClosed
Executive Engineer, Abohar Canal Ground Water Divi
Executive Engineer, Abohar Canal Ground Water Divi
Renovation and Modernization of Head Regulator Pakkan Sub Minor offtaking RD 7000-L of Bhagsar Minor
2025_WR_153427_2
E-Tendering Notice No.18/Abohar Canal Ground Water Division /2025-26 Dated 11/11/2025
Open Tender
Civil Works - Canal
Item Rate
Sri Muktsar Sahib
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
₹67,040
Yes
Executive Engineer, Abohar Canal Ground Water Divi
27 Jan 2026
11 Nov 2025
26 Nov 2025
12 Nov 2025
26 Nov 2025
12 Nov 2025
20 Nov 2025
Dismantling brick work, tile masonry or tile lining (in cement mortar).
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. (Sandy material)
Plain Cement concrete M10 1:4:8 with Stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type.
Plain Cement concrete M15 1:3:6 mixing by mechanical means using concrete mixer volumetric type
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
Reinforced cement concrete approach slab using M-30 grade concrete , including reinforcement and formwork complete as per drawing and Technical specification.
Laying RCC (M-40) @ 440 kg mechanically batch mixed using batch type concrete mixr as per IS:1791 & vibrated by needle vibrator but excluding steel reinforcement centering & shuttering in superstructure. (Crash Barrier)
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification.
Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading 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)
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 incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjecent ground to be carried away by flowing water and to prevent clogging of the system. (Making Bore & installation of pumping set for dewatring 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 incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjecent ground to be carried away by flowing water and to prevent clogging of the system. (Providing Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects.)
Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering
Hazard maker sign board 300 x 900 mm rectangular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 60 x 60 x 3.2 mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.
Cautionary sign board 600 x 600 x 600 mm triangular as per IRC 67 - 2012 with retro reflective high intensity microprismatic grade sheeting fixed over 3 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 60 x 60 x 3.2 mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.
Mandatory sign board 600 mm circular as per IRC 67 - 2012 with retro reflective high intensity microprismatic grade sheeting fixed over 3 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 60 x 60 x 3.2 mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.
Informatory sign board 600 x 600 mm square as per IRC 67 - 2012 with retro reflective high intensity microprismatic grade sheeting fixed over 3 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 60 x 60 x 3.2 mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.
BRIDGES- FOUNDATIONS & SUB- STRUCTURE (21.1) 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 excavated surplus soil. In Ordinary soil (B) Mechanical Means (a) Depth upto 3 m
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 12 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)
Supply, Providing and fixing of Stainless steel 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.
Providing & fixing of Galvanized nut & bolts of all size & length required
CI Housing Cover with worm and worm wheel assembly, shaft, handle, gun metal bush with triple start threading inside complete in all respects
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
Providing & fixing clamp plate, complete in all respects.
Painting of gate leaf with primer coat and two coats with Anti corrosive Bitumastic paint to give an even shade with special quality paint.
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 fixing Skin Plate 8 mm
Providing and fixing ISMC
Supply of multi purpose Synthetic hetiv grease
Supply of Diesel
Supply of Mobil Oil
Providing and fixing of chequred plate
Providing and fixing M.s Plate i.e Stiffner Plate, , Top Base Plate, bottom base plate, ladder base plate, Square bar, flat plate Etc
Fixing and Holding the gate with the help of 35 tonne capacity crane.
Providing and fixing Sqaure hollow section
Providing and fixing Stainless steel flat, complete in all respescts.
Providing and fixing ISMB
Commisioning & testing of Gates at site complete in all respects and to entire satisfaction of Engineer In charge.
Overhauling of gate mechanism of all types including dismantling, greasing,oiling and re-installation of mechanism complete in all aspects upto 10 feet width of gate
Providing and fixing ISA
Providing and fixing GI pipe 50NB
Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of engineer in charge
Any other item
SHREE BALA JI TRADING (BID ID -710911)
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