Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 CrAccepted-Finance | ₹7.6 Cr | L1 | Accepted-Finance Found in Order |
| 2 | L2₹8.1 CrAccepted-Finance | ₹8.1 Cr | L2 | Accepted-Finance Found in Order |
| 3 | L3₹9.0 CrAccepted-Finance | ₹9.0 Cr | L3 | Accepted-Finance Found in Order |
Tender Value
₹7.2 Cr
EMD Value
₹14.4 L
Closing Date
23 Apr 2026, 3:00 pmClosed
Executive Engineer, CD-XIII. I and FC Deptt.
Executive Engineer, CD-XIII, GNCTD, Basaidarapur office complex, New Delhi-110027
Construction of protection wall and restoration of inspection road along Mundella Bund
2026_IFC_289684_1
EE/CD-XIII/Acs./2025-26/84 (4th call)
Open Tender
Civil Works
180 days
Mungeshpur Drain
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹14.4 L
24 Apr 2026
8 Apr 2026
23 Apr 2026
8 Apr 2026
23 Apr 2026
8 Apr 2026
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 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). | - | Cum | - | - |
| 2 | Supply of jersey barrier of size 3045mm length x 840mm height x bottom width 610mm manufactureed by M-30 grade of concrete and reinforcement with 8mm dia Tor steel at 150mm centre both ways and with two number rope hooks at both ends. | - | Each | - | - |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge:With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | - | cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | - | Sqm. | - | - |
| 5 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On W.B.M. @ 0.75 Kg I sqm | - | Sqm | - | - |
| 6 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg I sqm | - | Sqm | - | - |
| 7 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | - | Cum | - | - |
| 8 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity | - | Cum | - | - |
| 9 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge | - | Each | - | - |
| 10 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | - | Mtr | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.10 MB
NIT84ivcall.pdf
Tender Documents • 1.08 MB
BOQ_384696.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid