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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹29.8 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹30.1 Cr+₹30.9 L (1.04%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹30.3 Cr+₹55.4 L (1.86%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹28.1 Cr
EMD Value
₹56.2 L
Closing Date
21 Dec 2022, 6:00 pmClosed
CE WR ZONE KOTA
CE WR ZONE KOTA
Resectioning, Restoration, Retaining wall and Structure Construction of Anta Khadi Km 10.20 to 42.00 uptoSiswali including prorata charges, price escalation, contingency, Land etc under Anta FLood protection Scheme Phase II
2022_WRDAS_308124_4
CE WR ZONE KOTA NITNO-12-2022-23
Open Tender
Civil Works
Percentage
730 days
BARAN
Please refer Tender documents.
3 documents required · 3 mandatory
₹25,000
25000 EE WR DIV I BARAN
₹56.2 L
Yes
CE WR ZONE KOTA
16 Jan 2023
30 Nov 2022
22 Dec 2022
30 Nov 2022
21 Dec 2022
30 Nov 2022
9 Dec 2022
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 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.(Hard soil mixed with Kankar boulders, Morrum) | 7,967.52 | cum | 115 | ₹9,16,264.8 |
| 2 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.(Hard rock not requiring blasting ) | 4,846.94 | cum | 229 | ₹11,09,949.26 |
| 3 | Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.
(Tor or ribbed bars (IS :1786-1985) | 4,60,494.08 | Kg | 95 | ₹4,37,46,937.6 |
| 4 | Side shuttering including propping etc. complete (to achieve finish F 2 for :
Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. | 14,997.8 | sqm | 220 | ₹32,99,516 |
| 5 | Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;
(For mix design Cement content considered 320 kg/ cum of concrete)
(20mm) | 15,412.95 | cum | 5,696 | ₹8,77,92,163.2 |
| 6 | Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205]. | 4,264.1 | Mtr. | 129 | ₹5,50,068.9 |
| 7 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. (Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.) | 21,974.06 | cum | 200 | ₹43,94,812 |
| 8 | (Note-18)Add extra with the permission of Superintending Engineer, per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used. | 14,050.75 | per cum | 175 | ₹24,58,881.25 |
| 9 | Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead and lifts (23 cm thickness (+ 5 % or -5% thickness tolerance) ) | 207 | cum | 1,639 | ₹3,39,273 |
| 10 | Providing bitumen joints filter sheet conforming to IS: 1838-1983 20 mm | 420 | sqm | 780 | ₹3,27,600 |
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