Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹22.0 LAccepted-AOC | ₹22.0 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹23.9 LRejected-AOC | ₹23.9 L | L-2 | Rejected-AOC L-2 |
| 3 | L-3₹24.3 LRejected-AOC | ₹24.3 L | L-3 | Rejected-AOC L-3 |
| Sl No | Description | Qty | Unit | M/s. BINAYAK CONSTRUCTION L2 | M/s. Power Construction L3 | M/s Dinesh Enterprisers L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in Excavation: Earth work in excavation in all kinds of soil including ordinary rock 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 upto 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 185 | Cubic meter | 130 ₹24,050 Lowest | 350 ₹64,750 | 260 ₹48,100 |
| 2.00 | Back Filling excavated soil.: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 185 | Cubic meter | 110 ₹20,350 Lowest | 210 ₹38,850 | 180 ₹33,300 |
| 3.00 | Supplying & Filling-Sand: Supplying and filling in plinth with approved quality of sand under floors, foundations, trenches etc. as directed including watering, ramming, consolidating and dressing complete. | 17 | Cubic meter | 850 ₹14,450 Lowest | 1,600 ₹27,200 | 920 ₹15,640 |
| 4.00 | P& L of P.C.C. (1:4:8): 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 : 3 Sand : 6 graded stone aggregate 40 mm nominal size) | 32 | Cubic meter | 4,800 ₹1,53,600 | 4,450 ₹1,42,400 | 3,400 ₹1,08,800 Lowest |
| 5.00 | P& L of R.C.C (1:1.5:3)- up to PL: 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 : 3 graded stone aggregate 20 mm nominal size). | 41 | Cubic meter | 5,700 ₹2,33,700 | 5,600 ₹2,29,600 | 4,200 ₹1,72,200 Lowest |
| 6.00 | P& L of R.C.C (1:1.5:3)- above PL: Reinforced cement concrete work in columns, beams, floors, roofs, landings, balconies, shelves, chajjas, lintels, bands, staircases above plinth level up
to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 51 | Cubic meter | 6,200 ₹3,16,200 | 5,600 ₹2,85,600 | 4,800 ₹2,44,800 Lowest |
| 7.00 | P& L of steel reinforcement: Providing steel reinforcement for R.C.C. work including, straightening, cutting, bending, placing in position and binding all complete - for all works-Thermo-Mechanically Treated bars of grade Fe-500/500D. | 8,280 | Kilogram | 67 ₹5,54,760 | 19 ₹1,57,320 Lowest | 62 ₹5,13,360 |
| 8.00 | Shuttering- foundations, footing: Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 58 | Square meter | 250 ₹14,500 Lowest | 450 ₹26,100 | 290 ₹16,820 |
| 9.00 | Shuttering- columns, pillars: Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 164 | Square meter | 280 ₹45,920 Lowest | 610 ₹1,00,040 | 280 ₹45,920 Lowest |
| 10.00 | Shutterings-lintels, beams: Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 316 | Square meter | 310 ₹97,960 | 610 ₹1,92,760 | 280 ₹88,480 Lowest |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
15 Jan 2026, 10:00 amClosed
Shri RAJESH SARKAR
DGM (CERAMIC) CONTRACTS, CPP, NALCO, ANGUL
CONSTRUCTION OF GUMTIS ALONG THE ASH SLURRY PIPELINE CORRIDOR OF ASH DISPOSAL SYSTEM TO MINES VOID, FROM CPP NALCO TO BHARATPUR MINES VOID OF MCL
2025_NALCO_891921_1
MC-5607
Limited
Miscellaneous Services
Item Rate
365 days
CPP, NALCO, ANGUL
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹20,000
Yes
21 Jul 2026
31 Dec 2025
17 Jan 2026
31 Dec 2025
15 Jan 2026
31 Dec 2025
Amount
Earthwork in Excavation: Earth work in excavation in all kinds of soil including ordinary rock 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Back Filling excavated soil.: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Supplying & Filling-Sand: Supplying and filling in plinth with approved quality of sand under floors, foundations, trenches etc. as directed including watering, ramming, consolidating and dressing complete.
P& L of P.C.C. (1:4:8): 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 : 3 Sand : 6 graded stone aggregate 40 mm nominal size)
P& L of R.C.C (1:1.5:3)- up to PL: 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 : 3 graded stone aggregate 20 mm nominal size).
P& L of R.C.C (1:1.5:3)- above PL: Reinforced cement concrete work in columns, beams, floors, roofs, landings, balconies, shelves, chajjas, lintels, bands, staircases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
P& L of steel reinforcement: Providing steel reinforcement for R.C.C. work including, straightening, cutting, bending, placing in position and binding all complete - for all works-Thermo-Mechanically Treated bars of grade Fe-500/500D.
Shuttering- foundations, footing: Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Shuttering- columns, pillars: Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Shutterings-lintels, beams: Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Shuttering- roofs, landings: Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.
Fly ash brick masonry work-below PL: Brick work with fly ash bricks , class designation 10 average compressive strength in foundation up to plinth : Cement mortar 1:6 (1 cement : 6 sand).
Fly ash brick masonry- above PL: Brick work with fly ash bricks, class designation 10 average compressive strength in super structure above plinth level up to floor V level : Cement mortar 1:6 (1 cement : 6 sand).
Providing15mm CP (1:6): Providing 15 mm thick Cement Plaster in coarse sand of mix: 1:6 (1 cement: 6 coarse sand)
Providing12mm CP (1:6): Providing 12 mm thick Cement Plaster in coarse sand of mix: 1:6 (1 cement: 6 coarse sand)
Providing 6 mm CP (1:3): Providing 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Grading plaster 20mm thick (1:6): 20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
P/F M.S. sheet door: Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete like locking arrangement & handle on both sides, including applying a priming coat of approved steel primer. (i) Using flats 30x6mm for diagonal braces and central cross piece
Acrylic distempering work: Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification including priming coat : Two or more coats on new work
Finishing walls with Acrylic Smooth exte: Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with enamel paint: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
M/s. BINAYAK CONSTRUCTION (BID ID -3350535)
M/s. Power Construction (BID ID -3350706)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.10 MB
Tendernotice_2.pdf
PDF • 2.99 MB
Tendernotice_3.pdf
PDF • 0.68 MB
Tendernotice_4.pdf
PDF • 0.87 MB
Tendernotice_5.pdf
PDF • 0.28 MB
BOQ_937517.xls
BOQ • 0.32 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 [email protected].