Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-AOC AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | ₹49.4 L | L1 | Accepted-AOC Technically and financially eligible L1 Bidder |
| 2 | L2₹53.0 L+₹3.5 L (7.18%)Rejected-Finance 09 KAKWA DEPALPUR DISTRICT INDORE | INDORE | MADHYA PRADESH | 452001 | ₹53.0 L+₹3.5 L (7.18%) | L2 | Rejected-Finance Not L1 Bidder |
| 3 | Rejected-Technical R P NAGAR KORBA C G DIST KORBA C G PIN 495678 | 495678 | - | - | Rejected-Technical Checked by TC |
| 4 | Rejected-Technical WARD NO 29 H NO 164 PODIBAHAR KORBA CG 495677 | KORBA | CHHATTISGARH | 495677 | - | - | Rejected-Technical Checked by TC |
| 5 | Rejected-Technical | - | - | Rejected-Technical Checked by TC |
| Sl No | Description | Qty | Unit | NARENDRA KUMAR SINGH L1 | R K CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Civil Works | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 174.6 | Cum | 100 ₹17,460 | 75 ₹13,095 Lowest |
| 1.02 | 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) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 72.75 | Cum | 2,200 ₹1,60,050 | 1,900 ₹1,38,225 Lowest |
| 1.03 | Half Brick work with clay flyash F.P.S. (non modular) bricks of class designation 7.5 in super structurel up to floor five level in : - Cement mortar 1:4 (1 cement : 4 coarse sand) | 218.25 | Sqm | 400 ₹87,300 Lowest | 400 ₹87,300 Lowest |
| 1.04 | Brick work with clay flyash F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in :- Cement mortar 1:4 (1 cement : 4 coarse sand) | 48.5 | Cum | 2,800 ₹1,35,800 | 2,500 ₹1,21,250 Lowest |
| 1.05 | Brick work with clay flyash brick F.P.S. (non modular), class designation 7.5 in foundation and plinth in cement mortar 1:6 ( 1 cement : 6 coarse sand ) | 48.5 | Cum | 2,400 ₹1,16,400 Lowest | 2,500 ₹1,21,250 |
| 1.06 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | 130.95 | Sqm | 1,100 ₹1,44,045 | 800 ₹1,04,760 Lowest |
| 1.07 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. | 117.85 | Sqm | 1,200 ₹1,41,420 Lowest | 1,300 ₹1,53,205 |
| 1.08 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | 2,910 | Kg | 40 ₹1,16,400 Lowest | 75 ₹2,18,250 |
| 1.09 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 2,910 | Sqm | 95 ₹2,76,450 | 85 ₹2,47,350 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹1.4 L
Closing Date
11 Nov 2025, 5:00 pmClosed
STAFF OFFICER (CIVIL) KORBA AREA SECL
Office of the General Manager, South Eastern Coalfields Limited, CIVIL DEPARTMENT, KORBA AREA KORBA- 495 677(CG)
General repair and maintenance of Residential qtrs of Manikpur for one year at Manikpur OCP of Korba Area
2025_SECL_346205_1
SECL/GM/C/eTender/25-26/113 Dt24.10.2025
Open Tender
Civil Works - Others
Item Rate
365 days
Office of the General Manager, SECL, Korba Area
As per NIT
5 documents required · 5 mandatory
₹1.4 L
10 Feb 2026
25 Oct 2025
13 Nov 2025
27 Oct 2025
11 Nov 2025
27 Oct 2025
27 Oct 2025 - 4 Nov 2025
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Document
0.67 MB
Document
1.44 MB
Document
0.09 MB
BOQ
BOQ • 0.33 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .