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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.1 LAccepted-AOC 00 SUBHASH WARD DONGARGARH RAJNANDGAON RAJNANDGAON CHHATTISGARH 491445 UDYAM CG 15 0004239 | RAJNANDGAON | CHHATTISGARH | 491445 | ₹50.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹50.3 LRejected-Finance | ₹50.3 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical 957 BHADODIH NEAR T O P NO 2 JHUMRI TELAIYA DIST KODERMA JHARKHAND 825409 | KODERMA | JHARKHAND | 825409 | - | - | Rejected-Technical non-qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical non-qualified |
| 5 | Rejected-Technical GRAM BASHARWA LOKAI KODERMA | KODERMA | JHARKHAND | 825109 | - | - | Rejected-Technical non-qualified |
| Sl No | Description | Qty | Unit | SIDHIRAJ DEVELOPERS PVT. LTD. L2 | M/s Anmol Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shurbs all complete as per approved design building specification and direction of E/I.
All kinds of soil | 267.96 | M3 | 151.82 ₹40,681.69 | 150 ₹40,194 |
| 2.00 | Supplying, fitting and fixing top cover for rolling shutter of 18 guage (1.22mm thick ) M.S. Sheet of required shape and size including applying priming coat with red lead paint and taxes all complete as per building specification and direction of E/I. | 214.37 | m3 | 55.28 ₹11,850.26 | 55 ₹11,790.24 |
| 3.00 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 27.72 | M3 | 589.51 ₹16,341.22 | 589 ₹16,327.08 |
| 4.00 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 184.8 | M3 | 330.34 ₹61,046.83 | 330 ₹60,984 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 18.48 | m3 | 3,751.64 ₹69,330.31 | 3,750 ₹69,300 |
| 6.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 49.5 | m3 | 5,218 ₹2.6 L | 5,210 ₹2.6 L |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Founation, footing, bases of columns etc for mass | 39.6 | SQM | 194.5 ₹7,702.20 | 194 ₹7,682.40 |
| 8.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) | 127.59 | SQM | 5,891.97 ₹7.5 L | 5,890 ₹7.5 L |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts | 853.55 | SQM | 436.56 ₹3.7 L | 430 ₹3.7 L |
| 10.00 | Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. | 24.75 | M3 | 5,244.08 ₹1.3 L | 5,240 ₹1.3 L |
Tender Value
₹50.3 L
EMD Value
₹1.0 L
Closing Date
20 Nov 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER, BUILDING DIVISION, KODERMA
CONSTRUCTION OF RETAINING WALL AT D.C CONFIDENTIAL OFFICE AT KODERMA
2025_BCD_106460_1
05/BCD/EE/KODERMA/2025-26
Open Tender
Civil Works
90 days
KODERMA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.0 L
9 Jan 2026
12 Nov 2025
21 Nov 2025
12 Nov 2025
20 Nov 2025
12 Nov 2025
Amount
Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees shurbs all complete as per approved design building specification and direction of E/I. All kinds of soil
Supplying, fitting and fixing top cover for rolling shutter of 18 guage (1.22mm thick ) M.S. Sheet of required shape and size including applying priming coat with red lead paint and taxes all complete as per building specification and direction of E/I.
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)
Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for Founation, footing, bases of columns etc for mass
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)
Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts
Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I.
providing Tor steel reinforcement of 8mm , 10mm, 12mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) 8mm
Providing weep hole in Brick Masonary plain/reinforced concrete abutmnet, wing wall return wall with 100mm dia AC Pipe, extending , through the full width of the structure with slope of tv 20H towards drawing face, completed
Providing and laying of filter media with granular material/ stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2. of Mort &H specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wing wall and return wall and return wall to the full height
Carriage of Materials Sand
Stone Chips
Bricks
Add 18 % GST (in Basic Rate must fill 18)
Add 1% Labour Cess (in Basic Rate must fill 1)
SIDHIRAJ DEVELOPERS PVT. LTD. (BID ID -688266)
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