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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-Finance | ₹2.7 L | L1 | Accepted-Finance Due to lower Rates |
| 2 | L2₹2.8 L+₹13,452 (5.00%)Rejected-Finance | ₹2.8 L+₹13,452 (5.00%) | L2 | Rejected-Finance Due to higher Rates |
| Sl No | Description | Qty | Unit | RAVINDRA KUMAR L1 | BIRUPUR DEVELOPER PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling concrete (Plain cement concerete 1:2:4) M15 | 1 | Cum | 1,653.73 ₹1,653.73 Lowest | 1,736.41 ₹1,736.41 |
| 2.00 | Excavation of Soil (any type) using Hydraulic Excavator and 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, and transporting to the embankment location within all lifts and lead up to 30 mtr | 1 | cum | 41.19 ₹41.19 Lowest | 43.24 ₹43.24 |
| 3.00 | Compaction of earth | 1 | Cum | 113.89 ₹113.89 Lowest | 119.58 ₹119.58 |
| 4.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 1 | Sqm | 254.43 ₹254.43 Lowest | 267.15 ₹267.15 |
| 5.00 | Filling of construction/Contraction Joints with sealing compound including supply, carriege of material complete in all respect as per design/ drawing and PWD specifications | 1 | mtr | 5.24 ₹5.24 Lowest | 5.5 ₹5.5 |
| 6.00 | Plain/Reinforced cement concrete RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m | 1 | cum | 6,729.89 ₹6,729.89 Lowest | 7,066.38 ₹7,066.38 |
| 7.00 | 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. | 1 | Qtl | 9,107.56 ₹9,107.56 Lowest | 9,562.93 ₹9,562.93 |
| 8.00 | 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. | 1 | cum | 5,174.59 ₹5,174.59 Lowest | 5,433.31 ₹5,433.31 |
| 9.00 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked C.I. Pipes Class-LA per IS:1536 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage. (300 i/d pipe laid complelty) | 1 | mtr | 6,366.74 ₹6,366.74 Lowest | 6,685.07 ₹6,685.07 |
| 10.00 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN -1 as per ISI 300 mm i/d sluice valve flanged | 1 | each | 31,830.78 ₹31,830.78 Lowest | 33,422.31 ₹33,422.31 |
Tender Value
₹2.5 L
EMD Value
₹4,936
Closing Date
7 Jan 2025, 12:00 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Estimate for Construction of escape at RD 7440 of Kauli disty.
2024_WR_128592_13
14/2024-25
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹4,936
Yes
7 Aug 2025
21 Dec 2024
7 Jan 2025
21 Dec 2024
7 Jan 2025
21 Dec 2024
Amount
Dismantling concrete (Plain cement concerete 1:2:4) M15
Excavation of Soil (any type) using Hydraulic Excavator and 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, and transporting to the embankment location within all lifts and lead up to 30 mtr
Compaction of earth
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Filling of construction/Contraction Joints with sealing compound including supply, carriege of material complete in all respect as per design/ drawing and PWD specifications
Plain/Reinforced cement concrete RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m
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.
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.
Providing, Stringing out, cutting, Jointing and testing of ISI Marked C.I. Pipes Class-LA per IS:1536 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage. (300 i/d pipe laid complelty)
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN -1 as per ISI 300 mm i/d sluice valve flanged
Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. Class PN-1.0 as per ISI with rubber Flap 300mm i/d Non-return valve
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing upto 1.50 m depth.(Taking 0.5' lip cutting)
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For side slopes
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For sleepers
Extra bitumen painting at 0.69 per sqm (on sleeper)
Providing & laying 150 micron Polyethene Sheet over sleeper
Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design 600x900 inside with 455 mmx455 mm cover and light duty medium seal
BIRUPUR DEVELOPER PVT LTD (BID ID -608692)
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