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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Lowest Bid Amount |
| 2 | L2₹1.8 Cr+₹5.9 L (3.46%)Rejected-Finance 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹1.8 Cr+₹5.9 L (3.46%) | L2 | Rejected-Finance Quoted Bid amount is not lowest |
| 3 | L3₹2.3 Cr+₹55.6 L (32.8%)Rejected-Finance 724 16 GURU NANAK NAGAR JAIL ROAD GURDASPUR 143521 | GURDASPUR | GURDASPUR | PUNJAB | 143521 | ₹2.3 Cr+₹55.6 L (32.8%) | L3 | Rejected-Finance Quoted Bid amount is not lowest |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
27 Aug 2020, 3:00 pmClosed
Executive Engineer SPK Dam Division NO 4
Executive Engineer SPK Dam Division NO 4 Shahpurkandi Township
Construction of Cross Drainage Work at RD 3185 M of Shahpurkandi Hydel Channel for diposal of rain water of village Rajpura and adjoining area of skilled nature
2020_WR_51529_1
01/2020
Open Tender
Civil Works
Item Rate
Shahpurkandi Township
As per DNIT
3 documents required · 3 mandatory
₹500
Yes
TIA
₹3.2 L
2 Nov 2020
4 Aug 2020
1 Sept 2020
6 Aug 2020
27 Aug 2020
6 Aug 2020
Amount
“Construction of Cross Drainage Work at RD ± 3185 M of Shahpurkandi Hydel Channel for diposal of rain water of village Rajpura and adjoining area of skilled nature.”
Earth work in excavation of foundations of bridges culverts, building including handling of materials with combined lead of 15 metres dressing of bed and sides stacking the excavated soil clear from the edge of excavation and subsequent filling around :-For ordinary gravel soil involving pick work.
Disposal of excavated material at s distance of 75m from the edge of excavation.
Excavation in Soil (any type) using Hydraulic Excavator CK 90 . Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections including all lift and combined lead up to 60 Mtr.
Cement Concrete 1:4:8 with stone ballast of size 20mm gauge and 40mm gauge using concrete mixture volumetric type.
Cement Concrete 1:4:8 with stone ballast of size 20mm gauge and 40mm gauge using concrete mixture volumetric type and vibrated by Needle vibrator.
Reinforced cement concrete M-15 mechanically Batch mixed using Btach Type concrete mixer as per IS 1791 and vibrated by Needle vibrator but excluding steel reinforcement centring and shuttring in foundation and plinth.
Reinforced cement concrete M-20 mechanically Batch mixed using Btach Type concrete mixer as per IS 1791 and vibrated by Needle vibrator but excluding steel reinforcement centring and shuttring in foundation and plinth
Reinforced cement concrete M-30 mechanically Batch mixed using Btach Type concrete mixer as per IS 1791 and vibrated by Needle vibrator but excluding steel reinforcement centring and shuttring in foundation and plinth
Reinforced cement concrete M-30 mechanically Batch mixed using Btach Type concrete mixer as per IS 1791 and vibrated by Needle vibrator but excluding steel reinforcement centring and shuttring in super structure
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pillasters buttersses etc
Centring and shuttering for slab culverts up to 3m span
Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc.
Cod twisted High strength deformed steel bars Bars of grade Fe 500 conforming to IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing 50Kg to 70 Kg each complete as per drawing and Technical specification. Including excavation for trimming for preparation of bed. Boulder Laid Dry Without Wire Crates.
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 50 Kg to 70Kg Including excavation for trimming for bed
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Includes Mazdoor required for trimming of slope to proper profile and preparation of bed.
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
Providing PVC Water stop seal of size (150x10mm) and fixing including all leads & lifts as per drawings , design , Specification & the instructions of the Engineer, complete in all respects.
MANMOHAN SINGH CONTRACTOR
PUNJAB CONSTRUCTION COMPANY
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