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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L-1 | Accepted-AOC ACCEPTED BEING ELIGIBLE L1 BIDDER AND ACCEPTABLE RATE. |
| 2 | L-2₹2.4 Cr+₹45.9 L (23.3%)Rejected-Finance JANTA PRESS GALIAGRAWAL LODGE ROAD MANENDRAGARH CHHATTISGARH 497 442 | MANENDRAGARH | MANENDRAGARH CHIRMIRI BHARATPUR | CHHATTISGARH | 497442 | ₹2.4 Cr+₹45.9 L (23.3%) | L-2 | Rejected-Finance REJECTED NOT BEING ELIGIBLE L1 BIDDER. |
| 3 | L-3₹2.4 Cr+₹46.4 L (23.5%)Rejected-Finance | ₹2.4 Cr+₹46.4 L (23.5%) | L-3 | Rejected-Finance REJECTED NOT BEING ELIGIBLE L1 BIDDER. |
Tender Value
₹2.3 Cr
EMD Value
₹2.9 L
Closing Date
16 Apr 2026, 5:00 pmClosed
STAFF OFFICER (CIVIL), HASDEO AREA, SECL
OFFICE OF THE STAFF OFFICER (CIVIL), HASDEO AREA, GM OFFICE, SOUTH JHAGRAKHAND COLLIERY, DISTT.- MANENDRAGARH- CHIRMIRI-BHARATPUR (C.G.)-497 448. NAME AND MOBILE NUMBER OF CONTACT PERSON SHRI D. K. VISHWAKARMA, 94255 33508 (Phone).
Re-Carpeting of Colony Road at Ektanagar, Buddhu Singh Dafai, 56 Dafai IWSS, B-Type IWSS and B. Seam Colony under JKD Sub Area of Hasdeo Area.
2026_SECL_357735_1
GM/HSD/C/e-Tender/25-26/73 Date 30.03.2026
Open Tender
Civil Works - Roads
Percentage
120 days
JKD Sub Area of Hasdeo Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹2.9 L
12 Aug 2026
31 Mar 2026
18 Apr 2026
31 Mar 2026
16 Apr 2026
1 Apr 2026
31 Mar 2026 - 9 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 |
|---|---|---|---|---|---|
| 1Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. @ 0.25 kg per sqm (normal bituminous surfaces) | |||||
| 2Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achievethe desired compaction and as per clause 504 of specifications. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. (for GradingII(19 mm nominal size) bitumen content 3.5% | |||||
| 3Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. for GradingII(19 mm nominal size) | |||||
| 4Close Graded Premix Surfacing/Mixed Seal Surfacing(Mechanical means using HMP of appropriate capacity not less than 75 tonnes /hour.) Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity & finishing to required level and grade all complete as per clause 508 of specifications. with 60/70 butumen (VG-30) | |||||
| 5Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications. | |||||
| 6Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. | |||||
| 7Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. | |||||
| 8Hire Charge JCB including Driver and Helper with Fuel Charge as per instruction of Engineer incharge. 08 hour per day | |||||
| 9Total impact of GST for the purpose of CTC | |||||
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