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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC | ₹4.4 Cr | L1 | Accepted-AOC FIRST |
| 2 | L2₹4.8 CrRejected-AOC GURDASPUR | GURDASPUR | GURDASPUR | PUNJAB | ₹4.8 Cr | L2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | The Bhangwan Coop LC Society Ltd L2 | SEEMAX AGGREGATE AND CONCRETE L1 |
|---|---|---|---|---|---|
| 1.00 | Excavationin Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimmingbottomand side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. | 37,557.11 | Cum | 37 ₹13.9 L | 34 ₹12.8 L |
| 2.00 | Dressing of earth work
New workor remodeling work. | 14,540.65 | Sq.Mtr | 135 ₹19.6 L | 1.24 ₹18,030.41 |
| 3.00 | Earth work in excavation infoundation strenches 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 fromthe edge of excavation and subsequent filling around masonryin15cm, layerswith compaction includingdisposal of all surplussoil asdirected
within lead of 30 metres. | 2,020.17 | Cum | 195 ₹3.9 L | 180 ₹3.6 L |
| 4.00 | Dressing of dowels along water carrying channel in addition to payment for dressed earth work | 3,353.66 | meter | 5.7 ₹19,115.86 | 5.2 ₹17,439.03 |
| 5.00 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer
volumetric type | 23.11 | Cum | 4,500 ₹1.0 L | 4,300 ₹99,373 |
| 6.00 | Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type | 179.79 | Cum | 4,000 ₹7.2 L | 3,900 ₹7.0 L |
| 7.00 | Extra bitumen painting at 0.69 Kg. per sqm | 27.99 | Sq.Mtr | 45 ₹1,259.55 | 43 ₹1,203.57 |
| 8.00 | Dressing side slopes and preparation of sub grade
for lining. | 17,606.67 | Sq.Mtr | 19 ₹3.3 L | 18 ₹3.2 L |
| 9.00 | Putting 1:3 (Cement :water) cementslurry with cement @2.25 kg per sqm on preparedbed and side
slopes before laying concrete on bed and side slopes | 22,259.97 | Sq.Mtr | 23 ₹5.1 L | 21 ₹4.7 L |
| 10.00 | Filling contraction joints with special impervious
hot pour complete in all respect as per drawings, designs, specifications and instructions of Engineer in
charge | 4,809 | Metre | 5 ₹24,045 | 4.5 ₹21,640.50 |
Tender Value
₹4.3 Cr
EMD Value
₹8.7 L
Closing Date
28 Apr 2025, 12:00 pmClosed
XEN GURDASPUR
Executive Engineer, Canal and Ground Water Division, Upper Bari Doab Canal, Gurdaspur
Estimate for Concrete Lining and Channelization of Gulpur Escape from RD 9000 to 20000
2025_WR_137560_1
71/110A
Open Tender
Civil Works - Canal
180 days
PATHANKOT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹8.7 L
Yes
27 Apr 2026
27 Mar 2025
28 Apr 2025
27 Mar 2025
28 Apr 2025
27 Mar 2025
Amount
Excavationin Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimmingbottomand side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
Dressing of earth work New workor remodeling work.
Earth work in excavation infoundation strenches 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 fromthe edge of excavation and subsequent filling around masonryin15cm, layerswith compaction includingdisposal of all surplussoil asdirected within lead of 30 metres.
Dressing of dowels along water carrying channel in addition to payment for dressed earth work
Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type
Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type
Extra bitumen painting at 0.69 Kg. per sqm
Dressing side slopes and preparation of sub grade for lining.
Putting 1:3 (Cement :water) cementslurry with cement @2.25 kg per sqm on preparedbed and side slopes before laying concrete on bed and side slopes
Filling contraction joints with special impervious hot pour complete in all respect as per drawings, designs, specifications and instructions of Engineer in charge
Earth work for lip cutting for liningof irrigation channels inclusive of all allowances, lead and dressing : a) 0 to 1.5 m depth
b) depth exceeding 1.5 ms but upto 3.0 ms.
Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A) PCC Grade M15
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump
Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technica Specifications .RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump
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,dressingof sides and bottom and back filling with excavated surplus soil. In Ordinary soil Mechanical Means a) Depth upto 3 m
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
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.
Plain/Reinforced cement concrete in sub -structure complete as per drawing and Technical Specifications RCC Grade M20 Height upto 5 m With Batching Plant, Transit Mixer and Concrete Pump
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump
Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6meter long GI 100mm dia drainage GI light grade pipe (For Bridges)
Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS:280& IS:4826 in100 mm x 100 mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laidwith stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates
Extra for laying earth/fly as has per specification sin 20 cm. Layers anddressing but excluding cost o rolling.)Extra for laying earth/fly as has per specification sin 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.
Ordinaryjungleclearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road : Discharge exceeding 4.5 cum/s.
Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concreteM- 15with cement content 325 kg/ cummixedin an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTIONAND CUPSECTIONOFALLRADII). Completeinall respectasper drawings,designs, specifications and instructions of Engineer- in-charge
Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer inchargepastingon faces of sleepers including laying inposition, carriage to site, jointing/welding etc. Completeinall respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
Supplying, fitting and placing HYSD bar reinfor cement in sub-structure complete as per drawing and Technical Specifications.
Dag belling for single kassi storoke minimum 7.5 cm depth complete inall respect as per drawing, design , specification & instructions from engineer in charge
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC (TOE Wall) Grade M15
Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification RCC/PSC Grade M-40Using Batching Plant,Transit Mixer and Concrete Pump For Solid slab super-structureincluding centering and shuttering Height up to 5m
filling expansion joint withhot imperviouspour for joint size approx 550 depth 20 mm wide
Dressing side slopes and preparation of subgrade for lining(for pucca structures
Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means
Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complet
Cement concrete 1:2:4 With stone ballast or shingle mixing by manual mean
Providing and fixing distance marks
Providing and fixing boundary pillar
The Bhangwan Coop LC Society Ltd (BID ID -637979)
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