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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC 73 GREEN CITY PHASE I NEAR VISHKARMA MARKET BATHINDA PUNJAB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L1 | Accepted-AOC due to low rate | |
| 2 | L2₹18.2 L−₹1.0 L (5.40%)Rejected-Finance | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | PARKASH CHAND CONTRACTOR L2 | JAGDEV SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling brick work, tile masonry or tile lining .in cement | 34.91 | cum | 754 ₹26,322.14 | 718 ₹25,065.38 Lowest |
| 2.00 | Dismantling lime concrete, cement concrete of 1:6:12 or leaner mix | 30.33 | cum | 464 ₹14,073.12 | 434 ₹13,163.22 Lowest |
| 3.00 | Earth work in excavation 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, dressing of sides and bottom and backfilling with excavated surplus soil.Depth 0 m to 3 m. | 934.8 | cum | 77 ₹71,979.6 | 73 ₹68,240.4 Lowest |
| 4.00 | Preparing, watering & ramming surface of laying concrete (horizontal). | 148.49 | sqm | 24 ₹3,563.76 Lowest | 24 ₹3,563.76 Lowest |
| 5.00 | Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects. | 4.52 | cum | 4,899 ₹22,143.48 | 4,676 ₹21,135.52 Lowest |
| 6.00 | Plain/RCC in sub structure complete as per drawing and technical Specifications. PCC Grade M15. Height upto 5m | 9.75 | cum | 6,185 ₹60,303.75 | 5,826 ₹56,803.5 Lowest |
| 7.00 | PCC M-15 Grade as leveling course below approach slab complete as per drawing and technical Specifications | 5.72 | cum | 5,853 ₹33,479.16 | 5,465 ₹31,259.8 Lowest |
| 8.00 | Plain/RCC in Sub structure complete as per drawing and technical Specifications. RCC Grade M30. Height upto 5m with batching plant, Transit mixer and concrete pump | 69.83 | cum | 6,765 ₹4,72,399.95 | 6,295 ₹4,39,579.85 Lowest |
| 9.00 | RCC approach slab using M-30 grade concrete, including reinforcement and formwork complete as per drawing and technical Specifications | 5.72 | cum | 9,713 ₹55,558.36 | 8,830 ₹50,507.6 Lowest |
| 10.00 | Provision Of RCC Crash Barrier at the edges of bridge road approaches to bridge structures and medians constructed with M-40 grade concrete with HYSD r/f confirming to IRC :21 and dowel bars 25 mm dia , 450 mm long at expansion joint filled with pre moulded asphaltic filler board keyed to thestructure onwhich it is built and installed as per given in the enclosure to MOST circular no RW/NH-33022/1/94-DO III dated 24 june 1994 as per dimensions in the drawing and at locations directed by the engineer all as specified with concrete mixe | 18.92 | m | 4,509 ₹85,310.28 | 4,222 ₹79,880.24 Lowest |
Tender Value
₹17.9 L
EMD Value
₹35,727
Closing Date
27 Jun 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer ,
Executive Engineer ,Bathinda Canal and Ground Water Division, Bathinda.
Reconstruction of VR Bridge RD 147750 and RD 142130 of Raikot Disty.
2025_WR_142212_4
16/22A/2025-26
Open Tender
Civil Works - Canal
Item Rate
45 days
Raikot
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
₹35,727
Bathinda
21 Aug 2025
10 Jun 2025
27 Jun 2025
10 Jun 2025
27 Jun 2025
10 Jun 2025
18 Jun 2025
Amount
Dismantling brick work, tile masonry or tile lining .in cement
Dismantling lime concrete, cement concrete of 1:6:12 or leaner mix
Earth work in excavation 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, dressing of sides and bottom and backfilling with excavated surplus soil.Depth 0 m to 3 m.
Preparing, watering & ramming surface of laying concrete (horizontal).
Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects.
Plain/RCC in sub structure complete as per drawing and technical Specifications. PCC Grade M15. Height upto 5m
PCC M-15 Grade as leveling course below approach slab complete as per drawing and technical Specifications
Plain/RCC in Sub structure complete as per drawing and technical Specifications. RCC Grade M30. Height upto 5m with batching plant, Transit mixer and concrete pump
RCC approach slab using M-30 grade concrete, including reinforcement and formwork complete as per drawing and technical Specifications
Provision Of RCC Crash Barrier at the edges of bridge road approaches to bridge structures and medians constructed with M-40 grade concrete with HYSD r/f confirming to IRC :21 and dowel bars 25 mm dia , 450 mm long at expansion joint filled with pre moulded asphaltic filler board keyed to thestructure onwhich it is built and installed as per given in the enclosure to MOST circular no RW/NH-33022/1/94-DO III dated 24 june 1994 as per dimensions in the drawing and at locations directed by the engineer all as specified with concrete mixe
Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, Transit mixer and concrete pump
Filling Expansion joints with special Bituman Material of size 20 mm wide and required depth as per sanctioned drawing in bridge slab to provide horizontal & vertical movement as per engineer in charge and pwd specifications complete in all respect
Drainage spouts complete as per drawing no. SD/205 and Technical specification with 0.6 m long GI 100mm dia. drainage GI light grade pipe
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dust, oil, grease, efflorescence and applyinf paint @ of 1 litre for 2 sqm
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.
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m
Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
Excavation of soil using hydraulic excavator and tippers i/c cutting and loading in tippers and transporting to the embankments location with all lifts and leads excluding royality (Rural)
PARKASH CHAND CONTRACTOR (BID ID -656158)
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