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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.2 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹39.4 Cr+₹3.2 Cr (8.82%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical Not Qualify in Technical Evaulation | ||
| 4 | Rejected-Technical | - | Rejected-Technical Not Qualify in Technical Evaulation | ||
| 5 | Rejected-Technical | - | Rejected-Technical Not Qualify in Technical Evaulation |
Tender Value
₹39.1 Cr
EMD Value
₹50 L
Closing Date
18 Sept 2024, 3:00 pmClosed
C.E.
Muncipal Corporation, Motijheel kanpur
Work of widening and strengthening of the stretch from NH 19 via Rajaram Intersection to Hamirpur main road (4.30 KM) in front of Namak Factory Intersection, Under Zone-02
2024_NNKAN_934705_2
NNK/CMG 01
Open Tender
Civil Works
Fixed-rate
450 days
KANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹48,542
Chief Finance and Account Officer,Nagar Nigam
₹50 L
URIDA LUCKNOW
15 Oct 2024
5 Sept 2024
18 Sept 2024
5 Sept 2024
18 Sept 2024
5 Sept 2024
6 Sept 2024
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 | Main Road(NH-19 to Hamirpur Road) | - | Nos | 1 | - |
| 2 | Earth work in execavation in foundation and under plinth area lift 1.5 m lead 30 m with all charges complete. | 6,693.75 | Cum | 152 | ₹10,17,450 |
| 3 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material. | - | Cum | 3,671 | - |
| 4 | P/L spreading compacting graded stone aggregates to wet mix macadam specification including premixing the material by tipper to site laying in uniform layers with pavers in sub base course on well prepared surface and compacting with vibratory roller inclunding labour material T&P etc all complete. | - | Cum | 3,847 | - |
| 5 | Providing and laying tack coat with using bitmen pressure distributor @0.30 kg/m2 on granular surface cleaned with mechanical broom etc all complete. Grade of bitumen VG- 10 (50-70 penetration) | 76,125 | Sqm | 13.18 | ₹10,03,327.5 |
| 6 | Denge Graded Bituminous Macadam (DGBM) P/L dense graded bituminous macadam with 60-90 THP Type HMP producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bitumixed binder @4.5% by weight of total mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and random rollers to achieve the desired compaction as per MORTH specification clause NO 507 complete in all respect. | - | Cum | 9,864.99 | - |
| 7 | Providing and laying Porous hot bituminous mix as per grading of IRC SP 125: 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full depth grouting for CGBM layer | 0.6 | Cum | 18,794.7 | ₹11,276.82 |
| 8 | Supply and fixing of reflective road features Solar Stude/Cat eye type ASTMD- 4280 etc all complete. | 1,124 | Nos | 2,695 | ₹30,29,180 |
| 9 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | - | Sqm | 427.2 | - |
| 10 | Disposal of surplus earth/ malwa upto 3 km etc all complete. | - | Cum | 116.96 | - |
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