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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC PUNJAB INDIA | FATEHGARH SAHIB | PUNJAB | 140402 | ₹4.4 L | L1 | Accepted-AOC Due to lower Rates |
| 2 | L2₹4.6 L+₹23,483 (5.36%)Rejected-Finance | ₹4.6 L+₹23,483 (5.36%) | L2 | Rejected-Finance Due to higher Rates |
| Sl No | Description | Qty | Unit | JATTANA CONSTRUCTION CO L1 | THE KALIPUR CO OP L AND C SOCIETY LTD L2 |
|---|---|---|---|---|---|
| 1.00 | 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 matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr | 1 | cum | 85 ₹85 Lowest | 95 ₹95 |
| 2.00 | Compaction of earth. Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing but excluding cost of rolling. Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation. Extra for Rolling to Specificaions. | 1 | cum | 46 ₹46 Lowest | 50 ₹50 |
| 3.00 | 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 | 45 ₹45 Lowest | 50 ₹50 |
| 4.00 | Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) | 1 | cum | 681 ₹681 Lowest | 750 ₹750 |
| 5.00 | Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) | 1 | cum | 695 ₹695 Lowest | 750 ₹750 |
| 6.00 | 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 bt vibration including curing for 14 days. | 1 | sqm | 5,500 ₹5,500 Lowest | 6,000 ₹6,000 |
| 7.00 | Plain/Reinforced cement concrete grade M20 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. | 1 | cum | 6,600 ₹6,600 Lowest | 7,000 ₹7,000 |
| 8.00 | Plain/Reinforced cement concrete grade M25 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. | 1 | cum | 6,900 ₹6,900 Lowest | 7,500 ₹7,500 |
| 9.00 | Supplying & laying dry brick ballast. | 1 | cum | 1,540 ₹1,540 Lowest | 2,000 ₹2,000 |
| 10.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 1 | sqm | 221 ₹221 Lowest | 225 ₹225 |
Tender Value
₹3.6 L
EMD Value
₹7,282
Closing Date
29 Aug 2024, 5:00 pmClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Estimate for construction of Fall at RD 13500 of 3-R Distributary
2024_WR_119220_1
28/2023-24
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹7,282
Yes
21 Aug 2026
1 Mar 2024
30 Aug 2024
1 Mar 2024
29 Aug 2024
1 Mar 2024
Amount
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 matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr
Compaction of earth. Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing but excluding cost of rolling. Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation. Extra for Rolling to Specificaions.
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
Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
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 bt vibration including curing for 14 days.
Plain/Reinforced cement concrete grade M20 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
Plain/Reinforced cement concrete grade M25 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
Supplying & laying dry brick ballast.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing (0-1.5 mtr)
Dressing side slopes and preparation of sub grade for lining.
Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and 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 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 Sleeper
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
Filling construction joints with special impervious hot pour 12.5 mm wide per m per cm depth including supply ,carriage, of material complete in all respect.
Extra bitumen painting at 0.69 per sqm (on sleeper)
Providing & laying 150 micron Polyethene Sheet over sleeper
Sand filling in foundation trenches as per drawing & technical specifications.
Filling expansion joints with special impervious hot pour 12.5 mm wide
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification
THE KALIPUR CO OP L AND C SOCIETY LTD
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