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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC GROUND FLOOR KHATA NO 36 PLOT NO 607 NEAR DEVI DARSHAN NEORI DIST RANCHI JHARKHAND POSTAL CODE 835217 | NEORI | RANCHI | JHARKHAND | 835217 | ₹17.9 L | L1 | Accepted-AOC Successfully qualified in Technical and Financial evaluation. |
| 2 | Rejected-Technical AT HESALONG DIST HAZARIBAGH JHARKHAND POSTAL CODE 829101 | HESALONG | HAZARIBAGH | JHARKHAND | 829101 | - | - | Rejected-Technical Unsuccessful Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Unsuccessful Bidder |
| 4 | Rejected-Technical NEAR ITI COLLEGE PATRATU BASTI DEEP NAGAR RAMGARH JHARKHAND 829122 | RAMGARH | RAMGARH | JHARKHAND | 829122 | - | - | Rejected-Technical Unsuccessful Bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Unsuccessful Bidder |
| Sl No | Description | Qty | Unit | N2T CONSULTANCY & CONSTRUCTION PVT LTD L1 | NIRANJAN PRASAD L5 | M/S NAND KISHORE KUMAR L2 | ECO STRUCTIVE ENGINEERS AND PLANNERS L3 | BINDESHWAR PRASAD L4 | RAKESH KUMAR SINGH L6 | M/s Mritunjay Yadav L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | (CCL SOR 2025; '12.1/IB(i)) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Manual Means upto 3 m depth | 270.24 | M3 | 135 ₹36,482.40 | 54.67 ₹14,774.02 | 51.44 ₹13,900.06 | 80 ₹21,619.20 | 54.95 ₹14,849.69 | 56.36 ₹15,229.92 | 57 ₹15,403.68 |
| 2.00 | (CCL SOR 2025; Chapter-04 4.1/B(iii)) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material | 48.26 | M3 | 1,785 ₹86,144.10 | 27.42 ₹1,323.29 | 2,498.32 ₹1.2 L | 1,850 ₹89,281 | 2,669 ₹1.3 L | 2,737.34 ₹1.3 L | 2,647 ₹1.3 L |
| 3.00 | (CCL SOR 2025; Chapter-04 4.1/B(i)) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material | 48.26 | M3 | 1,965 ₹94,830.90 | 2,308.67 ₹1.1 L | 2,057.44 ₹99,292.05 | 1,900 ₹91,694 | 2,198 ₹1.1 L | 2,254.28 ₹1.1 L | 2,187 ₹1.1 L |
| 4.00 | (CCL SOR 2025; Chapter-6(6.1))Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) | 57.92 | M3 | 4,020 ₹2.3 L | 3,300.85 ₹1.9 L | 2,939.2 ₹1.7 L | 3,200 ₹1.9 L | 3,140 ₹1.8 L | 3,220.4 ₹1.9 L | 3,117 ₹1.8 L |
| 5.00 | (CCL SOR 2025; Chapter-6(6.2)) Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) | 115.82 | M3 | 5,360 ₹6.2 L | 7,777 ₹9.0 L | 6,245.8 ₹7.2 L | 6,300 ₹7.3 L | 6,672.5 ₹7.7 L | 6,843.35 ₹7.9 L | 7,357 ₹8.5 L |
| 6.00 | (CCL SOR 2025; 2.6.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | 165 | M3 | 135 ₹22,275 | 166.58 ₹27,485.70 | 146.96 ₹24,248.40 | 80 ₹13,200 | 157 ₹25,905 | 161.02 ₹26,568.30 | 157 ₹25,905 |
| 7.00 | CCL SOR 2025; 2.27) Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 3.5 | M3 | 1,425 ₹4,987.50 | 1,164 ₹4,074 | 1,028.72 ₹3,600.52 | 2,000 ₹7,000 | 1,099 ₹3,846.50 | 1,127.14 ₹3,944.99 | 1,097 ₹3,839.50 |
| 8.00 | (CCL SOR 2025; 4.1.5) 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 : 6 graded stone aggregate 20 mm nominal size) | 5.25 | M3 | 4,200 ₹22,050 | 724.42 ₹3,803.20 | 4,408.8 ₹23,146.20 | 7,300 ₹38,325 | 4,710 ₹24,727.50 | 4,830.6 ₹25,360.65 | 697 ₹3,659.25 |
| 9.00 | (CCL SOR 2025; 5.1.2)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) | 31 | M3 | 4,200 ₹1.3 L | 6,752.83 ₹2.1 L | 6,172.32 ₹1.9 L | 6,700 ₹2.1 L | 6,594 ₹2.0 L | 6,762.84 ₹2.1 L | 6,557 ₹2.0 L |
| 10.00 | (CCL SOR 2025; 5.2.2)Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets,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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.67 | M3 | 4,465 ₹11,921.55 | 7,661.79 ₹20,456.98 | 6,980.6 ₹18,638.20 | 8,000 ₹21,360 | 7,457.5 ₹19,911.52 | 7,648.45 ₹20,421.36 | 7,307 ₹19,509.69 |
Tender Value
₹26.3 L
EMD Value
₹33,000
Closing Date
23 Jan 2026, 11:00 amClosed
Staff Officer (Civil), Argada Area
Civil Office, GM Unit, Argada Area GM Unit, Argada area, CCL, Sirka-829101.
Provision of approach road with guard wall at Religara100MT weigh bridge under Religara Project, Argada Area.
2026_CCL_351050_1
SO(C)(A)/e-Tender23/25-26/2961
Open Tender
Civil Works - Others
60 days
Religara
Please refer Tender documents.
3 documents required · 3 mandatory
₹33,000
14 Feb 2026
12 Jan 2026
24 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
13 Jan 2026 - 16 Jan 2026
(CCL SOR 2025; '12.1/IB(i)) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Manual Means upto 3 m depth
(CCL SOR 2025; Chapter-04 4.1/B(iii)) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material
(CCL SOR 2025; Chapter-04 4.1/B(i)) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material
(CCL SOR 2025; Chapter-6(6.1))Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
(CCL SOR 2025; Chapter-6(6.2)) Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
(CCL SOR 2025; 2.6.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
CCL SOR 2025; 2.27) Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
(CCL SOR 2025; 4.1.5) 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 : 6 graded stone aggregate 20 mm nominal size)
(CCL SOR 2025; 5.1.2)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
(CCL SOR 2025; 5.2.2)Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets,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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
(CCL SOR 2025; 5.9.1) Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
(CCL SOR 2025; 5.9.2) Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
(CCL SOR 2025; 5.22.6) Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more
(CCL SOR 2025;13.48.1) Finishing walls with Delux Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm
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