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Tender Value
₹39.7 L
EMD Value
₹49,700
Closing Date
13 Jun 2026, 5:00 pm
STAFF OFFICER, CIVIL, HAZARIBAGH AREA
OFFICE OF THE GENERAL MANAGER, CCL, CHARHI, HAZARIBAGH AREA
Repairing of Approach Road for the entry exit point of RFID Check post at Kedla Washery and Parej East OCP of Hazaribagh Area
2026_CCL_360648_1
GM(H)/SO(C)/NIT/2026-27/19 Dated 02-06-2026
Open Tender
Civil Works - Others
30 days
KEDLA WASHERY AND PEOCP, HAZARIBAGH AREA
AS PER NIT
3 documents required · 3 mandatory
₹49,700
2 Jun 2026
2 Jun 2026
15 Jun 2026
3 Jun 2026
13 Jun 2026
3 Jun 2026
3 Jun 2026 - 10 Jun 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 |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 1.01 | Removal of Unserviceable Soil with Disposal up to 1000 metres (Removal of unserviceable soil including excavation, loading and disposal up to 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305..) | 540 | Cum | 67.4 | ₹36,396 |
| 1.02 | Construction 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) | 467.5 | Cum | 135.1 | ₹63,159.25 |
| 1.03 | Granular Sub-base with Close Graded Material (Table:- 400-1) 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- II Material | 220 | Cum | 2,811.61 | ₹6,18,554.2 |
| 1.04 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared subgrade 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 | 165 | Cum | 4,078.14 | ₹6,72,893.1 |
| 1.05 | 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 250 | Cum | 7,907.55 | ₹19,76,887.5 |
| 2Total impact of GST for the purpose of CTC | |||||
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