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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC VILLAGE BARSARA DISTRICT SURAJPUR CHHATTISGARH PIN 497331 | BARSARA | SURAJPUR | CHHATTISGARH | 497331 | ₹2.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical GROUND FLOOR JUNAPARA NEAR INDRAPRASTH SCHOOL BAIKUNTHPUR CHHATTISGARH 497339 | KOREA | CHHATTISGARH | 497339 | - | - | Rejected-Technical Not evaluated |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not evaluated |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not evaluated |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not evaluated |
| Sl No | Description | Qty | Unit | VINAY KUMAR JAISWAL L1 | MANOJ KUMAR JAISWAL L5 | satish kumar singh L4 | M/s Arti Trading Company L6 | BAIKUNTH ENTERPRISES L2 | Rohit Kumar Singh L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | |||||||||
| 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. | 32.4 | Cum | 88 ₹2,851.20 | 107.63 ₹3,487.30 | 95.92 ₹3,107.91 | 111.66 ₹3,617.80 | 91 ₹2,948.40 | 93.4 ₹3,026.16 |
| 2.01 | 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): 6 graded stone aggregate 40 mm nominal size) | 13.1 | Cum | 2,376 ₹31,125.60 | 2,899.01 ₹37,977.07 | 2,583.63 ₹33,845.54 | 3,007.51 ₹39,398.32 | 2,452.4 ₹32,126.44 | 2,515.5 ₹32,953.05 |
| 3.01 | 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) | 12.15 | Cum | 3,071 ₹37,312.65 | 3,746.03 ₹45,514.23 | 3,338.5 ₹40,562.73 | 3,886.22 ₹47,217.55 | 3,168.9 ₹38,502.14 | 3,250.5 ₹39,493.58 |
| 4.01 | 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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 5.62 | Cum | 3,596 ₹20,195.14 | 4,386.88 ₹24,636.73 | 3,909.63 ₹21,956.49 | 4,551.06 ₹25,558.73 | 3,711.1 ₹20,841.54 | 3,806.5 ₹21,377.30 |
| 5.01 | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 2 | Cum | 3,816 ₹7,632 | 4,654.97 ₹9,309.94 | 4,148.56 ₹8,297.11 | 4,829.18 ₹9,658.36 | 3,937.9 ₹7,875.80 | 4,039.2 ₹8,078.40 |
| 6.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. | 1,977 | Kg | 42 ₹83,034 | 51.56 ₹1.0 L | 45.95 ₹90,847.10 | 53.49 ₹1.1 L | 43.6 ₹86,197.20 | 44.7 ₹88,371.90 |
| 7.01 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete. | 11.22 | Sqm | 128 ₹1,436.16 | 157.18 ₹1,763.60 | 140.08 ₹1,571.73 | 163.07 ₹1,829.60 | 132.9 ₹1,491.14 | 136.4 ₹1,530.41 |
| 8.01 | Centering and shuttering including strutting, propping etc. and removalof form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 25.92 | Sqm | 306 ₹7,931.52 | 373.34 ₹9,676.94 | 332.72 ₹8,624.19 | 387.31 ₹10,039.09 | 315.8 ₹8,185.54 | 323.9 ₹8,395.49 |
| 9.01 | Centering and shuttering including strutting, propping etc. and removalof form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 5 | Sqm | 235 ₹1,175 | 286.93 ₹1,434.67 | 255.72 ₹1,278.59 | 297.67 ₹1,488.36 | 242.7 ₹1,213.50 | 248.9 ₹1,244.50 |
Tender Value
₹5.6 L
EMD Value
₹7,100
Closing Date
27 Apr 2026, 5:00 pmClosed
SO(Civil), SECL, Baikunthpur Area
SO(Civil), SECL, Baikunthpur Area
Strengthening of existing plate form for DG set and foundation of Exhaust Chimney for 1x1010 KV DG at Pandavpara Mine at Jhilimili Sub Area of Baikunthpur Area
2026_SECL_358385_1
SECL /BKP/ DGM(C) / e-T / 07
Open Tender
Civil Works - Others
30 days
Jhilimili
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,100
28 May 2026
16 Apr 2026
29 Apr 2026
17 Apr 2026
27 Apr 2026
17 Apr 2026
16 Apr 2026 - 20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Item Description/ Heading | ||||||
| 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. | - | Cum | - | - | - |
| 2.01 | 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): 6 graded stone aggregate 40 mm nominal size) | - | Cum | - | - | - |
| 3.01 | 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) | - | Cum | - | - | - |
| 4.01 | 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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | - |
| 5.01 | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | Cum | - | - | - |
| 6.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. | - | Kg | - | - | - |
| 7.01 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete. | - | Sqm | - | - | - |
| 8.01 | Centering and shuttering including strutting, propping etc. and removalof form for :Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - | - |
| 9.01 | Centering and shuttering including strutting, propping etc. and removalof form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - | - |
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