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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹34.8 CrAdmitted-Finance | -13.57% | ₹34.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹34.8 Cr+₹2.8 L (0.08%)Admitted-Finance | -13.50% | ₹34.8 Cr+₹2.8 L (0.08%) | L2 | Admitted-Finance |
| 3 | L3₹37.6 Cr+₹2.8 Cr (8.05%)Admitted-Finance | -6.61% | ₹37.6 Cr+₹2.8 Cr (8.05%) | L3 | Admitted-Finance |
| 4 | L4₹38.6 Cr+₹3.9 Cr (11.1%)Admitted-Finance | -3.95% | ₹38.6 Cr+₹3.9 Cr (11.1%) | L4 | Admitted-Finance |
| 5 | L5₹46.2 Cr+₹11.5 Cr (33.0%)Admitted-Finance | +14.94% | ₹46.2 Cr+₹11.5 Cr (33.0%) | L5 | Admitted-Finance |
Tender Value
₹40.2 Cr
EMD Value
₹80.4 L
Closing Date
14 Jul 2023, 6:00 pmClosed
Chief Engineer (East) CAD Jaipur
Chief Engineer (East) Cum Additional Secretary CAD Jaipur Sinchai Bhawan JLN Marg Pin 302017
Lining work of Makhida Distributory, Laban distributory and Its off-taking minors and direct off-taking minors of Patan Branch in between KM 29.108 to 48.920 KM of LMC CAD K.Patan
2023_CADKO_344862_1
Item No. 01 of NIT No. 03 of 2023-24
Open Tender
Civil Works - Canal
Percentage
1095 days
K Patan District Bundi
As per Technical Bid
3 documents required · 3 mandatory
₹15,000
Executive Engineer LMC Division CAD K-Patan
₹80.4 L
Yes
Jaipur
4 Aug 2023
23 Jun 2023
17 Jul 2023
23 Jun 2023
14 Jul 2023
23 Jun 2023
23 Jun 2023 - 10 Jul 2023
5 Jul 2023
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting & clearance of jungle , bushes , shrubs Ankra / ipomoea , Julicflora typha etc. on canals and bunds in dry / moist / slushy conditions including disposal as per instructions of the Engineer - in - charge cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick Jungle | 4,03,900 | sqm | 2.5 | ₹10,09,750 |
| 2 | Dismantling Cement Concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. | 6.61 | Cum | 644.3 | ₹4,258.82 |
| 3 | Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material wihtin 50 m lead inclusive of de-watering wherever required in cement mortar | 643.07 | sqm | 487.6 | ₹3,13,560.93 |
| 4 | Cutting & uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of department over 15 Cms to 30 Cms dia | 960 | Each | 126 | ₹1,20,960 |
| 5 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect in (b)Hard / dense soil | 34,113 | Cum | 93 | ₹31,72,509 |
| 6.01 | Earth work in rough (Borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist including laying in 20 cm layers . (before compaction) breaking of clods, sorting of grass pebbles etc, and dressing compacted by vibro compactor , vibro sheep footroller ,sheep foot roller / pneumatic tyred roller to obtain dry density of 98% of Standard Proctor's density with initial lift of 1.5 m (Excluding charges for compaction & watering) including loading and unloading whereever required complete in all respect. a. with initial lead of 250metre) | 2,15,472.74 | Cum | 124 | ₹2,67,18,619.76 |
| 6.02 | (b) with lead up tp 2 km | 25,830 | Cum | 159.75 | ₹41,26,342.5 |
| 7 | Compaction of Earth or highly weathered strata by mechanical equipment such as sheep foot roller/pneumatic tyred/vibro sheep foot compactor required as per site condition to obtain dry density of at least 98% of Standard Proctor's density. | 2,23,990.77 | Cum | 41 | ₹91,83,621.57 |
| 8 | Watering of earth including cost of carriage of water when source of water is 1 km | 2,23,990.77 | Cum | 11.1 | ₹24,86,297.55 |
| 9 | Random rubble stone masonry (using R.R. stone where 75% stones to be not less than 15 cm in size in any direction and weighting not less than 23 kg) for foundation including all leads of all construction materials including curing etc. complete. in cement sand mortar 1:6. | 209.92 | Cum | 3,939 | ₹8,26,874.88 |
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