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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.3 CrAccepted-AOC NEAR BAKSHI WALA ROAD OLD CHUNGI NAKA SUNAM | SUNAM | PUNJAB | ₹1.3 Cr | L-1 | Accepted-AOC Firm has quoted lowest bid. Tender Accepted by CEA. |
| 2 | L-2₹1.4 Cr+₹11.2 L (8.72%)Rejected-Finance N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | ₹1.4 Cr+₹11.2 L (8.72%) | L-2 | Rejected-Finance Second lowest bidder |
| 3 | L-3₹1.4 Cr+₹12.7 L (9.88%)Rejected-Finance H NO G 3G F PLOT NO 11 MANISH AVINAB PLAZA MLU SECTOR 4 DWARKA NEW DELHI 110075 | SOUTH WEST | DELHI | 110075 | ₹1.4 Cr+₹12.7 L (9.88%) | L-3 | Rejected-Finance Third lowest bidder |
| 4 | L-4₹1.5 Cr+₹17.0 L (13.3%)Rejected-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | ₹1.5 Cr+₹17.0 L (13.3%) | L-4 | Rejected-Finance Fourth lowest bidder |
| 5 | L-5₹1.7 Cr+₹40.0 L (31.2%)Rejected-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 | NORTH WEST | DELHI | 110085 | ₹1.7 Cr+₹40.0 L (31.2%) | L-5 | Rejected-Finance Fifth lowest bidder |
Tender Value
Refer Docs
EMD Value
₹4.0 L
Closing Date
12 Apr 2025, 6:00 pmClosed
DIG (Engineer) Dte. CRPF
Works Directorate, CRPF, Level-III, East Block-7, RK Puram, Sector-1, New Delhi-110066
Repairing/Re-carpeting of internal bitumen roads of all campus at GC CRPF New Delhi
2025_CRPF_855008_1
B.V/GC DLI/24/WksDte-C/Cel(NIT-56
Open Tender
Civil Works
Works
120 days
GC CRPF JHARODA KALAN NEW DELHI
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹4.0 L
14 May 2025
29 Mar 2025
14 Apr 2025
29 Mar 2025
12 Apr 2025
29 Mar 2025
29 Mar 2025 - 4 Apr 2025
Amount
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 equipped 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 specifications 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 Drum Type Hot Mix Plant of 60-90 TPH capacity.
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 @.50kg/sqm
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 equipped 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.
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi 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.
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.
R K GOEL ABHEY KUMAR JAIN (BID ID -3200211)
ABHISHEK TIWARI (BID ID -3200666)
SATYA PARKASH AND BROS PVT LTD (BID ID -3200615)
AWASTHI CONSTRUCTION CO. (BID ID -3200803)
CHAUDHARY CONSTRUCTION COMPANY PRIVATE LIMITED (BID ID -3200841)
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