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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.1 LAccepted-AOC | ₹21.1 L | L1 | Accepted-AOC being first ETC lowest |
| 2 | L2₹21.2 L+₹5,585.97 (0.26%)Rejected-AOC | ₹21.2 L+₹5,585.97 (0.26%) | L2 | Rejected-AOC being second ETC lowest |
| 3 | L3₹24.1 L+₹2.9 L (13.9%)Rejected-AOC | ₹24.1 L+₹2.9 L (13.9%) | L3 | Rejected-AOC being third ETC lowest |
Tender Value
₹22.7 L
EMD Value
₹28,500
Closing Date
10 Jun 2026, 3:00 pmClosed
Staff Officer (C) Barka Sayal Area
GM (BS) UNIT BARKA SAYAL AREA
Cleaning of old garland drain, Provision of new garland drain at Sayal-D OCP Mines and provision of Reinforcement Concrete pipe culvert at Sayal-D OCP mines as per monsoon action plan of Sayal-D OCP Under Sayal-D Project.
2026_CCL_360745_1
GM(B-S)/Civil/Tender/26-27/152
Open Tender
Civil Works - Others
Percentage
90 days
sayal
Please refer Tender documents.
3 documents required · 3 mandatory
₹28,500
19 Jun 2026
4 Jun 2026
11 Jun 2026
5 Jun 2026
10 Jun 2026
5 Jun 2026
5 Jun 2026 - 8 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 | Part A ( Cleanind and new drain cutting ) Earth work in excavation by mechanical means (Hydraulic excavator) / drain not exceeding 1.5 m in width as well as 10 sqm on plan 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 soils). | 4,500 | cum | 139.7 | ₹6,28,650 |
| 1.02 | Part B(Hume Pipe Culvert) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means foundation trenches, drain not exceeding 1.5 m in width as well as 10 sqm on plan including dressing of sides and ramming of bottom, 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 soils). | 400 | cum | 205.8 | ₹82,320 |
| 1.03 | Providing and laying cement concrete of specified grade excluding the cost of centering and shuttering in all works up to plinth level : 1:3:6 (1 cement : 3coarse sand : 6graded stone aggregates 20 mm nominal size). | 27 | cum | 6,773.95 | ₹1,82,896.65 |
| 1.04 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1200 mm dia RCC pipes. (Laying by manual/ machanical means) | 100 | metre | 9,088.75 | ₹9,08,875 |
| 1.05 | 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 up to 1.5m. | 210.96 | cum | 118.65 | ₹25,030.4 |
| 1.06 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kind of soil | 3,000 | sqm | 20.5 | ₹61,500 |
| 1.07 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 3,500 | sqm | 10.55 | ₹36,925 |
| 1.08 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - |
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