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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 Cr+₹6.9 L (6.21%)Rejected-AOC N A | NA | NA | 121004 | ₹1.2 Cr+₹6.9 L (6.21%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUKHBIR SINGH CONTRACTOR L1 | BALRAJ SINGH CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of brick Masonry in cement | 949 | cum | 7,21,761.57 ₹7,21,761.57 | 6,61,845.22 ₹6,61,845.22 Lowest |
| 2.00 | 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. Complete in all respect as per rawings,designs, specifications and instructions of Engineer- in-charge. O TO 450 M | 18,404 | cum | 6,279.84 ₹6,279.84 | 1,680 ₹1,680 Lowest |
| 3.00 | E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers) | 255 | cum | 2,46,890.28 ₹2,46,890.28 | 2,21,568.2 ₹2,21,568.2 Lowest |
| 4.00 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m. | 679 | cum | 9,52,242.42 ₹9,52,242.42 | 9,24,235.29 ₹9,24,235.29 Lowest |
| 5.00 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications | 10,027 | cum | 9,15,821.04 ₹9,15,821.04 Lowest | 10,82,896.5 ₹10,82,896.5 |
| 6.00 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) | 1,002 | cum | 5,12,939 ₹5,12,939 | 4,66,041.72 ₹4,66,041.72 Lowest |
| 7.00 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-incharge. | 11,069 | sqm | 1,96,642 ₹1,96,642 | 1,76,977.8 ₹1,76,977.8 Lowest |
| 8.00 | Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or bartening including pillastering, buttresses etc. when curved) | 894 | cum | 33,772.62 ₹33,772.62 | 27,053.46 ₹27,053.46 Lowest |
| 9.00 | Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-incharge. | 11,743 | cum | 21,281.48 ₹21,281.48 Lowest | 25,634.51 ₹25,634.51 |
| 10.00 | Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
(Without mechanical Paver) | 858 | cum | 14,374.04 ₹14,374.04 Lowest | 14,374.04 ₹14,374.04 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
21 Oct 2025, 11:00 amClosed
Executive Engineer
Canal Colony Gidderbaha
Estimate for Relining of FatuhiKhera Minor by Concrete lining from Rd 0-11030 allied with Reconstruction of VRB at RD 4000
2025_WR_150615_3
Tenderingno7658
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
₹2.9 L
Yes
23 Mar 2026
24 Sept 2025
21 Oct 2025
24 Sept 2025
21 Oct 2025
24 Sept 2025
Dismantling of brick Masonry in cement
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. Complete in all respect as per rawings,designs, specifications and instructions of Engineer- in-charge. O TO 450 M
E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers)
Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m.
Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications
E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth)
Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-incharge.
Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or bartening including pillastering, buttresses etc. when curved)
Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-incharge.
Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Without mechanical Paver)
Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54)
Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.
Filling Construction/Contraction joints with sealing compound including supply and carraige of material complete in all respects
Dressing of earthwork for new work or remodeling work Unit
Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s
Constructing & fixing New outlets 85431
Constructing & fixing New outlets @RS 61475
Supply and fixing distance Marks.
Providing boundary pillars.
Dismantling of Old Bridge (RCC Main Slab)
Dismantling brick work, tile masonry or tile lining (in cement mortar).
Earth work in Excavation in of foundation of structure as per drawing and technical specification , including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter
DEPTH UP TO 3 MTR
DEPTH ABOVE 3 MTR AND UPTO 6 Mtr
CCM-15 plain/ Reinforced Cement Concrete in open Foundation complete as per drawing and specifications.
PCC M-10 Cement Concrete in Foundation Complete as per drawing and technical specification using mixture.
R.C.C M25 in open Foundation complete as per drawing and specifications
R.C.C M30 in open Foundation complete as per drawing and specifications.
Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 for solid slab by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering
Reinforcement Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification
Providing and fixing drainage spout complete as per drawing and Technical specification.
Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications
Provision of an Reinforced cement concrete crash barrier at the edges of the bridge , road , approches to the bridge structure and medians constructed with m-40 grade concrete as per dimension as per instruction of enginner incharge exculding steel reinforcement
Providing and filling joint sealing compound as per drawing and Technical specifications with coarse sand and 6 % bitumen by wight -20 mm depth
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates
Suppling fitting & placing uncoated HYSD bar Reinforcement in Foundation complete in drawing and technical specification
Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting
Informatory sign board 800 x 600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic gradecomplete as per technical clause 801 MORT&H
Mandatory sign board 900 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade complete as per technical clause 801 MORT&H
Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per clause 6.9 of IRC 67
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications
Providing & Laying center line with thermoplastic paint
Providing & Fixing Delinator
Providing & Fixing Cat Eye
Excavation of soil using hydraulic Excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to the embankment locations with combined lead 2 Km pucca with all lifts and leads
Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications
Rehandling of E/work
Dressing of surface as per drawing & instruction of engineer in charge
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 cement primer in all shade on newly plastered or concrete exterior surface
Providing Tractor 24 HP for running 4 x 4 inch pumping sets for open dewatering
Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached)
Making bore and installation of pumping set for dewatering arrangements complete in all respects
Any other item
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