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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance AT BHELWATAND CHURI POST RAY P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | +9.63% | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 CrAdmitted-Finance A TYPE COLONY C O P O P S SADHUKALI DISTT BOKARO JHARKHAND PIN 829210 | RANCHI | JHARKHAND | 829210 | +11.00% | ₹1.8 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical As per Tender committee recommends and approval of Competent Authority |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical As per Tender committee recommends and approval of Competent Authority |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical As per Tender committee recommends and approval of Competent Authority |
Tender Value
₹1.9 Cr
EMD Value
₹2.4 L
Closing Date
11 Apr 2026, 4:00 pmClosed
Staff Officer(Civil), Amrapali-Chandragupta Area
Office of The General Manager, Amrapali-Chandragupta Area, Honhey, Tandwa, 825321
Repair and Maintenance of RCC Guard wall, approach road and RCC Retaining wall at different check post and Weigh Bridges under Amrapali OCP of A-C Area CCL.
2026_CCL_357498_1
GMAC/SOC/Tender/25-26/48/1355
Open Tender
Civil Works - Others
90 days
Amrapali OCP, Amrapali-Chandragupta Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹2.4 L
25 May 2026
26 Mar 2026
13 Apr 2026
27 Mar 2026
11 Apr 2026
27 Mar 2026
27 Mar 2026 - 4 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). | |||||
| 2Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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. | |||||
| 3Dry 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.) | |||||
| 4Cement 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 ) | |||||
| 5Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2).Rolling with vibratory roller. | |||||
| 6Excavation 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.) Mechanical Means (Depth upto 3 m). | |||||
| 7Sand Filling in Foundation Trenches as per Drawing & Technical Specification. | |||||
| 8PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | |||||
| 9Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 .Using concrete mixer | |||||
| 10Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | |||||
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